WQ0040389_Regional Office Historical File Pre 2018

ROY COOPER,
MICHAEL S. RECAN
secretor,
LINDA CULPEPPER
tm'ol. .;vol'
Frank Bolognia, Manager
Villages of Denver, LLC
25700 Science Park Drive suite 275
Beachwood, OH. 44122
Dear Mr, Bolognia:
0:RTH CAR 01 NI' A.
vitartmentaLQueolity
October 31, 2018
Subject: Permit No. WQ0040389
Villages of Denver, LLC
Villages of Denver Phase 3B
Wastewater Collection System. Extension Permit
Lincoln County
In accordance with your application received October 22, 2018, and additional information received on
October 30, 2018, we are forwarding herewith Permit No. WQ004.0389 dated October .31, 2018 to the
Villages of Denver, LLC (Perinittee) for the construction and operation upon certification ofthe subject
wastewater collection system extension, This pen -nit 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rescinded and shall be subject to the conditions and limitations as specified therein.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 11.1: This permit shall not be automatically transferable; a request must be made and approved,
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
Condition 11.7: Upon completion of construction and prior to operation of these permitted facilities, the
completed Engineering Certification form with checklist attached to this permit shall be
submitted with the required supporting documents to the address provided on the form.
Permit modifications are required for any changes resulting in non-compliance with this
permit, regulations, or the Minimum Design Criteria. [15A NCAC 02T.0116]

SUPPLEMENT TO PERMIT COVER SHEET
Villages of Denver, 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 Killian Creek Waste Water
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.
•
I. SPECIAL CONDITIONS
1) No flow in.excess of the quantity permitted herein, 17,040 GPD, shall be made tributary to the
subject, sewer system until an application for permit modification for an increase in flow has been
submitted,to and approved by the Division. [15A NCAC 02T.0304 (b)].
II. STANDARD CONDITIONS
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 Perinittee, 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.115A NCAC 02T.0104;.G.S143-215.1(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. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)] :
Page 4 of 10

a. The sewer system shall be effectively maintained and operated at ail 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 § 143-215.1 C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the'system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable 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 10

Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-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(al)]
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 but not limited to pipe length changes
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
Page 6 of 10

Criteria. Requested modifications or variances to the Minimum Design Criteria will be reviewed on
a case -by -case basis and each on its own merit. Please note that variances to the Minimum Design
Criteria should be requested and approved during the permitting process prior to construction. After -
construction requests are discouraged by the Division and may not be approved, thus requiring
replacement or repair prior to certification & activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such requestshall 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.
[I5A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 10

CERTIFICATION CHECKLIST
To be completed by the certifying engineer prior to operation of the permitted sewers, per I5A NCAC 02T.0116.
Certifying Engineer:
Certification Review Date:
Project Name:
WQ00 Project County:
1) Has permittee information changed since the permit was issued (or last modified): change of mailing address,
change of ownership, transfer from developer to HOA/POA, etc. ❑ Yes ❑ No
• If yes, please provide either a change of ownership form or new contact information. Note that transfer of
permits from the developer to the HOAIPOA must occur with the first certification.
2) Have the as -built drawings have been signed, sealed, and dated by an N.C. PE? ❑ Yes ❑ No
3) Final Engineering certification? ❑ Yes ❑ No
• If Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase, what was previously certified (if applicable), and what is left to be certified.
4) Adequate information related to sewer lines: ❑ Yes ❑ No ❑ N/A
• Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed.
• Minimum diameters for gravity sewers are. 8-inches for public lines and 6-inches for private lines.
• Manholes have been 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 shall be 4 feet (48-inches):
5) Adequate information related to pump stations: ❑ Yes ❑ No ❑ N/A
• Ensure power reliability option was selected per 15A NCAC 02T.0305(h).
6) Was project construction completed in accordance with all of the following: ❑ Yes ❑ No ❑ N/A
• 15A NCAC 02T, Minimum Design Criteria (MDC) for the permitting of Gravity Sewers (latest version), and
MDC for the Permitting of Pump Stations and Force Mains (latest version)?
If not, a variance approval is required in accordance with 15A NCAC 02T.0105(b), prior to certification and
operation.
• Contact the Central Office to discuss the variance to determine a course of action.
• Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other
pertinent information to the Central Office (one hard copy, one digital copy).
• The central office will review the variance request, and if approvable, specific Language regarding the variance
will be incorporated into the permit, either via a special condition or a supplementary letter. A copy of the
reissued permit with variance language or the variance letter must be maintained with the original documents.
7) Does the project contains high priority lines (15A NCAC 02T .0402(2))? ❑ Yes ❑ No
• If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC
02T.0403 (a)(5). If the permit does not include this language, the Fast Track reviewer will reissue the permit with
the appropriate language.
8) Are Permit modifications are required for any changes resulting in non-compliance with this permit (including but not
limited to pipe length changes of 10% or greater, change in flow, pump station design capacity design change of5% or
greater, and/or change in the number/type of connections)? ❑ Yes ❑ No
• If yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification must be issued prior to certification and operation.
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: VILLAGES OF DENVER, LLC
PERMIT #: WQ0040389
PROJECT: VILLAGES OF DENVER PHASE 3B
ISSUE DATE: OCTOBER 31, 2018
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the 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
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 & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ 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:
❑ Final ❑ 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]

STATE OF NORTH CAROLINA 1,--) � � � � � 8g
COUNTY OF Zd.icu�^/ Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT t.
This AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this day of
llaav�9�t - ,0:7/Nete.- Z2'' , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Villages of Denver, LLC , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Lincoln County, upon
which it is erecting and will erect dwelling units and other improvements, said development to belcnown
as Villages of Denver - Phase 3B (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has -applied to the COMMISSION for the issuance of a. permit pursuant to G.S._ 143- _
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant=to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing- of the
Declaration, the (Unit Owners' Association) Villages of Denver Homeowners Association, Inc. (hereinafter
Association), a non-profit corporation orgam7ed 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 andrepair.
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 andlaw.
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 andDeclaration.
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 11-17 Page I 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 andinsurance.
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 yearlybudget.
6. In the event the common expense allocation and separate fund are not adequate for the construction, repair,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary costs_ There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any
time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or tra isfei as much of the Disposal System -and such necessary easements as the
governmental unit mayrequire as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the continued
proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the
Association. Bylaws that the Association shall not enter into voluntary dissolution without first having
transferred its said system and facilities to some person, corporation or other entity acceptable to and
approved by the COMMISSION by the issuance of apermit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION ,*
Linda Culpepper
Interim Director; Division of Water Resources
3-1 Zi?-7114-2gli•tr
(Date)
Name of D
By:
(Signature)
Villages of Denver, LLC
VELOPER
(1)11.4
F,f1htin eI0TAIG►
Print Name and Title
(Date)
FnnM- DF.V 11-17 Page 2 of 2

I5_A NCAC 02T .0300 —
Division of Water
State of North Carolina
Department of Environnmental. Quality
Di%ision of Water Resources
SE ER SYSTEM EXTENSION APPLICATION
ETA 04-16 & SUPPORTING DOCUMENTATION
Application. Number:
inplcted by DWR)
All items must be completed or the Etpp1ication will be returned
APPLICANT INFORMATION:
L Applicant's name: Villages of Dene1, LLC (compar
Applicant. type: 0 individual
icipality, ROA_ utility,
© General Partnership © Privately -Owned Public Utility
Federal Stater''Ccaunty [l Municipal © Other
FRANKBOLOGNIA per 5,5,E C..A t 0l,(b)
start. authority°"s taatrae.: 2-C .OIO_-_
Title
4. Appi
Corporation
ailing address: 25700 Science .Park Drive, Suite 2'
City: Beachwocd
5. Applicants contact information:
Phone number: [phone] 13t ail Address: NIA
State: OH Zip:44122-
II.. PROJECT INFORMATION:
1. Project name: Villat~es of Denver - Phase 3B
?. Applicatiotv'Project status: Z Proposed (New Permit) Existing I'cnrtit'l
If a modification, provide the existing permit number: WQ00 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:
5. Parcel. ID (if applicable): 91568
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer Patrick Murphy
Finn. R. Joe Harris &Associates, Inc,
Mailing address: 17
nCasey Drive, Suite 101.
City: Fort Mill State: SC
Phone number: [phone]
STE«'ATER TREATMENT F.
Facility Name: Killian Creek WI,
Owner Name: Lincoln County
Number: 036836
Zip: 29708-_µ..
Email Address:.
Longitude:-81,0.31-
ITY (1V\% FF) INFORMATION:
I'emit Number: NC00887 2
RECEIVING: DOWNSTREAM SE" %''ER INFORMATION (if different than WWII):
1. Permit Number(s). WQCN00149 Downstream (Receiving) Sewer Size 8 inch
System. Wide Collection System. Pern°tit Number(s) (if applicable): WQCS
Owner Name(s): 1 incoln County
FORM: F"FA 04-16
Page 1 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 DNo ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEVI been attached?
® Yes ❑No DN/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 ❑ Retail (stores, centers, malls)
❑ Residential Leased ❑ Retail with food preparation/service
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
❑ Businesses / offices / factories ❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect? D Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes No
> If ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a'b
No. of Units
Flow
Single family dwelling unit
240 gal/day (3 bedroom)
71
17,040 GPD
gal/
GPD
gall
GPD
gal/
GPD
gall
GPD
gal/
GPD
Total
17,040 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: 17,040 GPD (per I 5A 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 Iine
❑ 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)
8
Length (feet)
8
Material
PVC
8
512
DIP
Section 1.1 & III of the MDC for Pem-litting 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 Titillation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1 Pump station number or name: #1
7, Approximate Coordinates (Decimal Degrees): Latitude: 35,4897182' Longitude: -81 008767'
3. Design flow of the pump station: 0.099 millions gallons per day (firm capacity)
4. Operational point(s) of the putnp(s): 190 gallons per minute at 63.4 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
827
PVC
4
109
DIP
6, Power reliability in accordance with 15A NCAC 02T ,0305JJ)1(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:
Ei 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:
® 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-I 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
> I5A NCAC 02T.0305(e) 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 (a), 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 .0200? ® 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 40I 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 15A NCAC 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 El No
> 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

TiFICATIONS:
Does the submitted system comply with 15A NCAC CI'2'f„ the Minimum Design 4`ritcria for the. Perrsti'tt r raf Pump Stations
and Force Mains (latest version), and the Gravity Setvei `4inimunt Design Criteria ersionl as applicable'?
r.10 Yes EC No
if No, ctanalrlcte 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. lrofdssttrnal Engineer's Certification:
Engineer's name from Application Ite
st that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engin.ecring calculations, and all other supporting documentation to' the best of my knowledge. I. further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum. Design. Criteria for Gravity Sewers ('latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed curtain
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 he consistent with the proposed design.
NOTE - In accordance with General Statutes 143.215.6A and 143-215.6F3, any person who knowingly makes any Iaise
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a line not to exceed S10,000, as well as civil penalties up to S25,000 per violation.
North Carolina Professitrrtal Engineer's seal, signature, and
Applicant's Certification per 15A NCAC 02T .0106(b).
i Q 43-v%.14 09 i. l tk
(Signature Authority .name & title from Application Item L3.)
attest that this application for
has been reviewed by me and is accurate and complete to the hest of my knowledge, i understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. 1 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 are not included, this application package will be returned to
me as incomplete
NOTE — In accordance with General Statutes 14-215.GA and l4 3-215.613, any person. who kn.owin.gly 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.
Date: (5"- 5
FORM: FTA 04-16
Page 9 of 5

Division of Water Resources
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: Villages of Denver, LLC
Project Name for which flow is being requested: Villages of Denver Phase 3B
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 1.572
e. WWTP facility's actual avg. flow 1.172
f Total flow for this specific request 0.017
g. Total actual and obligated flows to the facility 2.761
h. Percent of permitted flow used 82.42
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
26 1.080
15B 1.856
(A)
Design
Average Daily
Flow**
(Firm / pf),
MGD
0.432
0.742
(B)
Approx.
Current Avg.
Daily Flow,
MGD
0.066
(C)
Obligated,
Not Yet
Tributary
Daily Flow,
MGD
(D)=(B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated
Flow
0.062 0.128
Available
Capacity***
0.304
0.000 0.231 0.231 0.511
* 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 pealing
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

Certification Statement:
I Donald V. Chamblee certify to the best of nay knowledge that the addition of
the volume of wastewater to be perrnitted 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 11
plus all attached planning assessment addendums for which 1 am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Date
Page 2 of 6
FTSE, 04-16

• Villages of Denver — Phase 3B
Water & Wastewater Systems Project Summary
A. PROJECT DESCRIPTION
Phase 3B is the next sub -phase of a larger subdivision site known as Villages of Denver, located in Lincoln
County, North Carolina. Phase 3B will consist of infrastructure to serve 71 single family residential lots.
This sub -phase will provide an extension of the water system off the 'ends of existing stubs provided
from Phase 2A, as well as Phases 3A. The entire phase will collect wastewater via a gravity system and
discharge into a new pump station, which will then pump all flow back up into an existing manhole
within Phase 2A. This flow will then ultimately flow back into the master pump station located within
Phase 1.
The sewer infrastructure for Phase 3B will consist of approximately 3,118 linear feet of 8" PVC gravity
sewer, 512 linear feet of 8" DIP gravity sewer, 827 linear feet of 4" PVC sewer forcemain, 109 linear feet
of 4" DIP sewer forcemain, and a new pump station to serve 71 single family units. The gravity system
will cross the stream with an aerial crossing which will consist of a stretch of 8" DIP inside roughly 75
linear feet of 16" steel casing. The ends of the casing will be supported on concrete piers.
The water infrastructure for Phase 3B will consist .of approximately 2,380 linear feet of 8" PVC
watermain, 153 linear feet of 8" DIP watermain, 1,137 linear feet of 6" PVC watermain, 224 linear feet of
6" DIP watermain, 163 linear feet of 2" PVC watermain, and 7 fire hydrants to serve 71 single family
units and 1 pump station.
At the time of completion, the system will be turned over and will be owned, maintained and operated
. by Lincoln County Public Works.

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. Hende
on:
ROY COOPER
(yore no
°fJCHAR, S, REGAN
C la
S. JA.Y ZIMMI:'RMAN
r�sr-oc'lcH-
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 tune shall the wastewater
flows exceed the effluent limits defined in the NPDES permit for the treatment facility of exceed
the capacity of the sewers downstream of nay new sewer extensions or service connection(s).
The granting of this flow reduction does not prohibit the Division from reopening, revoking,
reissuing and /or modifying the flow reduction as allowed by the laws, rules, and regulation
contained in 15A NCAC 02T, NCGS 143-215.1, or as needed to address changed in State and/or
Federal regulations with respect to wastewater collection systems, protection of surface waters
and/or wastewater treatment.
State of North Carolina. l Environr rvnta1 Quality°
1617 Mail' Service Center 1 R.aleigh,'North Cat Tana 27699-1617
919-707-9000

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

6'

COUNTY OF LINCOLN, NORTH CAROLINA
1 1 5 WEST MAIN STREET, 2ho FLOOR CITIZENS CENTER, LINCOLNTON, NORTH CAROLINA
28092
DEPARTMENT OF PUBLIC WORKS
PHONE [phone]
FAX [phone]
WWW.LINC©LNCOUNTY.0$G
October 12, 2018
Villages of Denver, LLC
Attn: Frank Bolognia
25700 Science Park Drive, St. 365
Beachwood, OH44122
RE, Villages of Denver— Phase 3B Sewer Availability
Mr. Bolognia,
This letter is provided in response to your request, dated May 07, 2018, for flow acceptance of the
wastewater treatment infrastructure (the "System") for the Villages of Denver - Phase 3B 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:
l , The amount of flow requested for the Project is for 71 three -bedroom homes with a total flow
of 17,040 gallons per day of additional flow at the NCDEQ approved reduced flow rate of 240
gallons per day per home into LS-26; and
2. For the NCDEQ Permits, the receiving sewer treatment facility is the Killian Creek W WTP,
Permit #NC 0088722. The sewer collections facility is the East Lincoln County Water and Sewer
District, Pernmit #WQCS 00140; 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 i 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 c ct
e terms t i
tfthe rth v
onditi
[ttlttded in g
Applications 1 S 4 `l6 i t
Sin
Chuck King
Engineering ineerin Ass(:
ation of flats shall only be eft
d the County providin n a kti
rt itions.
ny questions, It
ci
°tintport
e do not t
vupon attr ttt it rar
led t et t that o f have c tallied
Accetncc fiat ewr l tenet Permit
tt crttnpleterl.

Tuvia, Ori A
From:
Sent:
To:
Subject:
Patrick Murphy <[e-mail]>
Friday, October 26, 2018 9:07 AM
Tuvia, Ori A
[External] Re: Villages of Denver phase 3B
ReIiOra ;
yes
From: Tuvia, Ori A <[e-mail]>
Sent: Friday, October 26, 2018 8:30 AM
To: Patrick Murphy
Subject: Villages of Denver phase 3B
Good morning Patrick,
For the subject permit indicates single family dwellings, will they all be 3 bedrooms units?
Sincerely, .
Ori Tuvia
Environmental Engineer
NC DEQ / Division of Water Resources
610 East Center Avenue
Mooresville, NC 28115
Direct Line: [phone] Fax: [phone]
Ori.tuviaCa.ncden r.gov
-!. "-"Nothini Compares--„,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
1

e
arris As
v Drove,
(803) 802_1 o99
October 19, 2018
North Carolina DEO
Mooresville (MRO)
Division of Water Quality
610 E. Center Avenue
Mooresville, North Carolina 28115
Re: Villages of Deriver Phase 3B Water & Sewer Plans
Sewer Fast -Track Application — 1s` Submittal
RJH Project No.: 2339
To Whom It May Concern:
C.
S.C. 29'708
On behalf of Villages of Denver, LLC, we have enclosed the following items for the State's review
and approval for the above referenced project:
1. 1 original and 1 copy of the completed Fast -Track Application — dated 5/07/18
2, 1 Project Summary for Villages of Denver Phase 3B
3. 1 check for the application fee in the amount of $480 made payable to NCDEQ
4. 1 signed Flow Tracking/Acceptance Application — dated 10/16/18
5. 1 signed Developer's Operational Agreement — dated 5/03/18
6. 1 approval letter from NCDEQ for Residential Flow Reduction — dated 2/01/17
7. 1 Sewer Flow Acceptance letter from Lincoln County Public Works
8. 3 copies of a USGS Map showing Boundary and sewer location
9. 1 copy of Sanitary Sewer Calculations — dated 7/18/18
10. 1 copy of the Pump Station Design Report dated 4/13/18
If you should have any questions or require any additional information, please feel free to contact
me at [phone] or via email at Emurphy(c rjoeharris.com.
Sincerely,
R, JOE HARRIS & ASSOCIATES, INC.
Patrick Murphy, P.E.
Engineering Director

FAST TRACK SEWER ENGINEERING CERTIFICATION RECEVED�t ii t rl t
PERMITTEE: VILLAGES OF DENVER, EEC
PERMIT #: WQ0040389
PROJECT: VILLAGES OF DENVL?R PHASE 3L3
ISSUE DATE: OCTOBER 31, 2018
r1O(»ESVIL1,,F REGIONAL
`Phis project shall not be considered complete d to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporttng
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 tra the vva tew ater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Pcrmittec to
appropriate enforcement actions, The I'ermittee 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.
HE'S CER"J1ON
I. the undersigned agent for the Perm'ittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional 1 ngiaaeer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system perntitted herein or portions thereof.
/'-i
Date
as a duly registered P.rofcssiona
having beery authcar rr)d to observe ( periodically, L week.
project name and location as referenced. above for the above
abiliities, due care and diligence was used in the observation o
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 Disision's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted Tune 1, 2000, as applicable; and other supporting materials,
North Carolina .Professional
Final ❑ 1'arttal (include description
Certification Comments/Qualifiers (rtttach if necessary):
f North Carolina.
nstruction of the
ee .hereby state that, to the best of my
construction such that the construction
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

CERTIFICATION CHECKLIST
To be completed by the certifying engineer prior to operation attic permitted sewers, per 15A NCAC 02T,0116,
*FCE1VELINCOENRIDWR
'2 1
Certifying Engineer: Patrick Murphy, RE
Certification Review Date: December 20, 2019
Project Name: Villages of Denver Phase 3B
WQ00 40389 Project (ounty: Lincoln
ORESVILLE REC4iONAL OFRCE
1) Has permittee information. changed since the permit wars .issued(or last modified): change of mailing address,
change of ownership, transfer from developer to 1-10A/P0A, etc, Yc E1 No
• If yes, please provide either a change of ownership form or .new contact information. Note that transfer of
permits from the developer to the 110A./P0A must occur with. the first certification,
2) flave the as -built drawings have been signed, sealed, and dated by an N,C, PL LI Yes No
3) Final .Engineeting certification? X Yes Li No
• If Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase, what was previously certified (if applicable), and what is left to be certified.
4) Adequate information related to sewer lines: X Yes No N/A
• Three -feet minimum cover has been provided fOr ilI sewers unless ferrous pipe was installed,
• Minimum diameters for gravity sewers are 8-inches tor public lines and 6-inches for private lines.
• Manholes have been installed: Al the cud of each Inc. at all changes in grade, size, or alignment, at all
intersections, and at distances not greater than 425 feet; minimum diameter shall be 4 feet (48-in.ches).
5) Adequate information, relatedto pump stations X Ycs
No
N/A
• Ensure power reliability option was selected per 15A Nt,.7,A( 021,(305(h).
6) \Vas project construction completed in accordance with all oldie following: Ljr
No N/A
• 15A. NCAC 02T, 'Minimm Lesion Criteria (MOO for 'the permitting (..,r Gra v v Sewers ( latest \Tusk) and
MD(for thcPcrmiLttnizot -Pump Stations and For CC 'Mains,. (latest version)?
If not, a variance approval is required in accordance with 15A NCAC 02T,0105(b), prior to certification and
operation.
• Contact the Central Office to discuss the variance to determine a course of action.
• .Applicant must submit two copies of the variance request forin, plans. specifications, calculatiotis, and any other
pertinent information to the Central Office tone hard copy, one digital copy).
• The central office will review the variance request, and if approvable, specific language regarding the variance
will be incorporated into the permit, either via a special condition or a suppleineniary letter..A copy of the
reissued perrait with variance language or the variance letter must be maintained with the original doctunents.
7) Does the project contains high priority lines ()5,A. NC/\ C 021 .0402G 1.)? IX' Yes No
• If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC
02T,0403 (a)(5). If the 'permit does not include this language. the Fast. Track reviewer vill reissuethe permit with
the appropriate language,
8) Are Permit modifications are required for any changes resulting in non-compliance with this permit (including but not
limited to pipe length changes of 10% or greater, change in flow, pump station design capacity design change of 5% or
greater, and/or change in the numberitype of connections)? Yes X No
• If yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification must be issued prior to certification and operation,
NC DWR —Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]