WQ0040389_Application_20181031

R. Joe Harris & Associates, Inc.
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708
[phone]
RECEIVEDINCDENR/DWR
OCT 2 2 7018
October 19, 2018
WQROS
MOORESVILLE REGIONAL OFFICE
North Carolina DEQ
Mooresville (MRO)
Division of Water Quality
610 E. Center Avenue
Mooresville, North Carolina 28115
Re: Villages of Denver — Phase 3B Water & Sewer Plans
Sewer Fast -Track Application — 1s' Submittal
RJH Project No.: 2339
To Whom It May Concern:
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 4113/18
If you should have any questions or require any additional information, please feel free to contact
me at [phone] or via email at pmurohyna rjoeharris.com.
Sincerely,
R. JOE HARRIS & ASSOCIATES, INC.
PO
Patrick Murphy, P.E.
Engineering Director

Tuvia, Ori A
From: Patrick Murphy <[e-mail]>
Sent: Friday, October 26, 2018 9:07 AM
To: Tuvia, Ori A
Subject: [External] Re: Villages of Denver phase 3B
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
INC DEQ / Division of Water Resources
610 East Center Avenue
Mooresville. NC 28115
Direct Line: [phone] Fax: [phone]
Ori.tuvia(a)ncdenr.gov
'' Nothinq Compares ,-
Email correspondence to and from this ad<aress is subject to the
North Carolina Public records Law and may be disclosed to third parties.

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources //yy2 c, FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: o,5b a q (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Villages of Denver. LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
❑Privately-Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: FRANK BOLOGNIA per 15A NCAC 02T .0106(b)
Title: Manager RECEIVED/NCDENRIDWR
4. Applicant's mailing address: 25700 Science Park Drive, Suite 275 0 C T 2 2 2018
City: Beachwood State: OH Zip: 44122-_ WOROS
5. Applicant's contact information: MOORESVILLE REGIONAL OFFICE
Phone number: [phone] Email Address: N/A
II. PROJECT INFORMATION:
1. Project name: Villages of Denver - Phase 3B
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 and issued date:
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: Lincoln
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.29.550 Longitude:-81.0.3 V
5. Parcel ID (if applicable): 91568
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Patrick Murohv License Number: 036836
Firm: R. Joe Harris & Associates. Inc
Mailing address: 127 Ben Casey Drive, Suite 101
City: Fort Mill State: SC Zip: 29708
Phone number: [phone] Email Address:ymumhyArioeharris.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Killian Creek W WTP Permit Number: NCO088722
Owner Name: Lincoln County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
Permit Number(s): WQCS 00149 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s): Lincoln County
FORM: FTA 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 [:]No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM DEV) been attached?
® Yes [-]No ❑N/A
3. If the Applicant is a Home/Property Owners' Association has an Operational Agreement (FORNI: HOA) been attached'?
❑ Yes [-]No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
%Industrial (See 15A NCAC 02T 0103(20))
L---->Is there a Pretreatment Program in effect? [-]Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(t)? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114ff1)
Daily Design Flow" b
No. of Units
Flow
Single family dwelling unit
240 gal/day (3 bedroom)
71
17,040 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gat/
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 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & iNIDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
3,118
PVC
8
512
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 MDC
VIII. 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: #1
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.489718' Longitude:-81.008767'
3. Design flow of the pump station: 0.099 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(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 .0305(h)(1):
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
I. Does the project comply with all separations found in 15A NCAC 02T .0305(t) & (a)
➢ 15A NCAC 02T.0305(f) contains minimum senarations that shall he nrovided fnr 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
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webuaoe
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 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 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 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 ❑ 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

CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version) and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
®❑ Yes ❑❑ No
If No, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the request is required prior to submittal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
name Irom Application Item 111.1.)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature.
3. Applicant's Certification per 15A NCAC 02T .0106(b):
p Q 4-V%.W- c;q 1% i s
(Signature
& title from Application Item 1.3.)
that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being retumed as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 m sdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: _�'` �"4 Date: Try 1$
FORM: FTA 04-16 Page 9 of 5

STATE OF NORTH CAROLINA
COUNTY OF
Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this 3 day of
2018 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 beknown
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�iJnit Owners' Association) Villages of Denver Homeowners Association, Inc. (hereinafter
Association), anon -profit corporation organized and existing under and by the virtue of the laws of the State
of North Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re -constructing and repairing the common elements of the lands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re -construction andrepau.
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 oft

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be part
of the 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 transfer 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
Villages of Denver, LLC
NameofDEVELOPER
B:
(Signature)
Print Name and Title I
,6"3
(Date) (Date)
FORM: DEV 11-17 Page 2 of 2

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Divislon 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:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
26 1.080 0.432 0.066 0.062 0.128 0.304
15B 1.856 0.742 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 peaking
factor (pt) 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

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

Villages of Denver — Phase 3B
Water & Wastewater Systems
Project
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.

Water Resources ~
Environmental Quality
February 1, 2017
Chris Henderson
Engineering Associate
Lincoln County Public Works
115 West Main Street
Lincolnton, NC 28092
Subject: Killian Creek WWTP, NPDES # NCO088722
Residential Flow Reduction
Lincoln County
Dear Mr. Henderson:
ROY COOPER
Goleolor
MICHAEL S. REGAN
Sertrran
S. JAY ZIMMERMAN
!)hector
On January 29, 2007 the Division of Water Quality (now Division of Water Resources) granted a
flow reduction for residential flow to Middle Forney Creek WWTP (NC0074012). Middle Forney
Creek has been decommissioned and the NPDES permit rescinded. The flow previously being
treated at Middle Forney Creek WWTP is now being treated at Killian Creek WWTP. All areas
currently served by Killian Creek WWTP and conveyed through pump stations # 15 and # 37
were included in the analysis done for the flow reduction granted in 2007.
Based upon the data provided by the County for the 2007 flow reduction, the Division of Water
Resources hereby approves the use of 80 GPD per residential bedroom, with a minimum of 160
gpd for one and two bedroom units in all applicable non -discharge permit applications to Killian
Creek WWTP (NC0088722). Flow shall be incremented by 80 gpd for each bedroom above two.
Regardless of the adjusted design daily wastewater flow rate, at no time shall the wastewater
flows exceed the effluent limits defined in the NPDES permit for the treatment facility of exceed
the capacity of the sewers downstream of nay new sewer extensions or service connection(s).
The granting of this flow reduction does not prohibit the Division from reopening, revoking,
reissuing and /or modifying the flow reduction as allowed by the laws, rules, and regulation
contained in 15A NCAC 02T, NCGS 143-215.1, or as needed to address changed in State and/or
Federal regulations with respect to wastewater collection systems, protection of surface waters
and/or wastewater treatment.
"Nothing Compares -
Slate of North Carolina I Environmental Quality
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-707-9000

If you have any questions, please contact me at [phone], or via email at
[e-mail].
Sincerely,
for S.1ay 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)

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COUNTY OF LINCOLN, NORTH CAROLINA
ZOR l2v 115 WEST MAIN STREET, 2No FLOOR CITIZENS CENTER, LINCOLNTON, NORTH CAROLINA
28092
DEPARTMENT OF PUBLIC WORKS
PHONE [phone]
FAX [phone]
WWWAINCOLNCOUNTY.ORG
October 12, 2018
Villages of Denver, LLC
Attn: Frank Bologna
25700 Science Park Drive, St. 365
Beachwood, OH 44122
RE: Villages of Denver — Phase 3B Sewer Availability
Mr. Bolognia,
R F: C E I V ED/N C D F_ N R/D W R
VT 3 0 2018
WQROS
MOORESVILLE REGIONAL, OFFICE
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:
1. 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, Permit #WQCS 00149; and
3. The County shall not be named as the Permittee on NCDEQ system applications. You must
make the application to NCDEQ in your own name for the System; and
4. Acceptance of the System and transferal of the System to the County is subject to the
following:
a. A complete final inspection and approval of the System by the County, and receipt of other
applicable documentation requested by the County; and
b. Approval of the System by NCDEQ, and proof provided to the County of a valid permit issued
by NCDEQ with an Authorization to Construct (ATC); and
c. Initiating construction of the Project within two years of the date of this conditional approval.
You must notify the Lincoln County Public Works Department in writing when construction of
the Project is initiated; and
d. The County continuing to have actual average daily flow capacity to treat the domestic
wastewater as requested at the time all other conditions precedent have been satisfied.

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

Central Files: APS _ SWP _
10/30/2018
Permit Number WQ0040389
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
ori.tuvia
Coastal SWRuIe
Permitted Flow
17,040
Facility
Facility Name
Villages of Denver -Phase 3B
Location Address
Owner
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Lincoln
Facility Contact Affiliation
Owner Name Owner Type
Villages of Denver LLC Non -Government
Owner Affiliation
Frank Bolognia
25700 Science Park Dr
Dates/Events Woodmere OH 44122
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
10/30/2018 10/22/2018 10/30/2018 10/30/2018
Regulated Activities Requested /Received Events
Subdivision Additional information requested
Wastewater collection Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin