WQ0036258_Regional Office Historical File Pre 2018

Ativid't
NCDERIk
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas Reeder
Governor Director
August 29, 2013
Mr. Frank Bolognia, Manager
Villages of Denver, LLC
25700 Science Park Drive, Suite 365
Beachwood, OH 44122
John Skvarta, Ill
Secretary
Subject: Permit No. WQ0036258 MODIFICATION
Villages of Denver Phase II
Wastewater Collection System Extension
Lincoln County
Dear Mr. Bolognia:
In accordance with your application received August 27, 2013, we are forwarding Permit No.
WQ0036258 Modification, dated August 29, 2013 to Villages of Denver, LLC for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded, shall hereby void. Permit No. WQ0036258 dated November 27, 2012,
and shall be subject to the conditions and limitations as specified therein. This cover letter and
supplement shall be considered a part of this permit and are therefore incorporated therein by
reference.
It shall be responsibility of Villages of Denver, LLC to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with the
North Carolina General Statute §143-215,6A through §143-215.6C, construction of additional or
replacement wastewater collection facilities, and/or referral of the North Carolina -licensed Professional
Engineer to the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
1617 Mali Serui�,e Center, Ralph, North Carolina 27699.1617
Location: 512 N. Salisbury Si Raleigh, North Carolina 27604
Phone: [phone]©0 4 FAX: [phone]
Internet: www.or,atrr:ltial,ty.o�7rc
An Equal Opportunity t Affurnalive Anti n>n Employer
One
NorthCai Tina
Nat i/

Frank Bolognia
0036258 MODIFICATION
If you need additional information concerning this matter, please contact Mr. Michael Parker at (704)
235-2194 or via e-mail at [e-mail].
Sincerely,
,fdrThomas Reeder
Division of Water Resources
cc: Patrick Murphy, P.E., (electronic copy)
Water Resources Central Files
PERCS (electronic copy)

NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Villages of Denver, LLC
Lincoln County
for the construction and operation of approximately 1,882 linear feet of 8-inch gravity sewer and the
discharge of_ 7,920 gallons per day of collected domestic wastewater into the Killian Creek WWTP
existing sewerage system, pursuant to the application received August 27, 2013, and in conformity with
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this
permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this the 29th day of August, 2013.
C
for Moms Reeder, Director
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0036258 MODIFICATION

~
SUPPLEMENT TOPERMIT 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 Wastewater
Treatment Facility (NPDES Permit No. NCO08,8722) prior to being discharged into the receiving stream.
Permitting of this project does not constitute an acceptance of any part ofthe project that does not
meet 154NCA[2T;the Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; and 'the Division's Minimum Design Criteria for the Fast -Track
Permitting ofPump Stations and Force Mains adopted June 1, 2000as applicable, unless specifically
mentioned herein. Division approval is based on acceptance of the certification provided by a North
Carolina -licensed Professional Engineer inthe application. it shall be the Permittee's responsibility to
ensure that the as -constructed project rmee1stheapp*mpmatedesignchtchaandru|es.
Construction and operation is contingent upon compliance with the Standard Conditions.
11. STANDARD CONDITIONS
L This permit bnot transferable. |n'the event there isadesire for the wastewater collection facilities tuchange
ownership, or there is a name change of the PenniKea, a forma[ permit request shall be submitted to the
Division accompanied bydocumentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request shall be considered an its merits and may or may not be approved,
2� This permit shall become voidable unless the wastewater collection fad|hdcs are uomtpmrkd in accordance
with the conditions of this permit; 15A NCAC llC the Division of Water Resnurces's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12' I996as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting o[Pump Stations and Force Mains adopted June 1, 2OOOnsapplicable; and other
supporting materials unless specifically mentioned herein,
3. This permit shall be effective only with respect to the natope and volume of wastes described i^ the
application and other supporting data.
4. The wastewater collection haciUhuo shall be properly maintained and operated at all tines. The Pe,mnittre
shaU maintain compliance with on individual system -wide collection system permit for the operation and
maintenance of these facilities as required by 15A N[AC ZT .0403, If an individual permit is not required, the
following performance criteria shall be met as provided in 15A NCAC 2T.0403:
a The sewer system shall be effectively maintained and operated at all times tw 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 taatelemetry system shall be/nspected at least once per
week,

e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute
§143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
grease entering the system from other public and private satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (I) of this Rule for a minimum of three years
with exception of the map, which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Mooresville Regional Office,
telephone number 704-663-1699, as soon as possible, but in no case more than 24 hours or on the next
working day, 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
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.
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.
7. Per 15A NCAC 2T.0116, 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 asapplicable. Any wastewater flow made tributary
to the wastewater collection system omcmdon prior to completion of this Engineer's Certification shall he
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 m copy of the Articles of
Incorporation, Declarations/Covenants/Re,strictions, 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 documnents are provided as
applicable. Supporting documentation shall include the fuUowing:
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 dear 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,
b, One copy afthe supporting pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, available storage l/portable 8enerator(s) urstorage greater than longest
past three year outage reliability option selected) for any pump stations permitted as part of this project.
c Changes tothe project that donot result innon-compliance with this permit, regulations, orthe Minimum
Design Criteria should he clearly identified on ,he record drawings, on the certification lnthe space
provided, orinwritten summary form.
Prior to Certification (Final or Partial)- Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases o(lUv6orgreater, increased flow, pump station
design capacity design increases of 5% o/ greater, and increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested modifications o/variances tothe Minimum Design
Criteria will hmreviewed onacase'by+casebasis and each onits own merit, Please note that variances tnthe
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 beapproved, thus
requiring replacement orrepair prior to certification & activation,
8. A copy of the construction record drawings shall be maintained on file by the Permicmee for the life of the
wastewater collection facilities.
8. 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' 1gg6asapplicable; 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 Penmittoeto on enforcement action by the Division, in accordance with
North Carolina General Statutes §143-215.6Athnzvgh §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.
10. In the event that the wastewater oJlertion 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.
ll. The issuance of this permit shall not exempt the Permitteehn'n complying with any and all statutes, rules,
regulations, or ordinances that may be imposed by other government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 15A N[AC 28 .0200, erosion and
sedimentation control requirements in 15A N[A[[h. 4and under the Division's General Perm}tNCGO18U00
and any requirements pertaining towetlands under 16ANCACZB.0Z0Uand 1SAN[A[ZM8SOO.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Villages of Denver, LLC Permit No. WQ0036258 MODIFICATION
Project: Villages of Denver - Phase!! Issue Date: 08/29/2013
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
, 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
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (0 periodically, ❑ weekly, ❑ full time) the construction of the subject project
for the 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'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.
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 East Center Ave., Suite 301
Mooresville, NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. 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.

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by QWQ)
©wnerlPermittee:
rr Villages of Denver, LLC
Full Legal Name (company, municipality HOA, utility, etc.)
z
0
0
LL
Z
H
0
z
1 b. Frank Bologna - Manager
Signing Official Name and Title (Please review 15A NCAC 2T .
06(b)
for authorized signing officials!)
lc. The legal enti who will own this system is:
0 Individual © Federal 0 Municipality 0 State/County 0 Private Partnership
25700 Science Park Drive, Suite 365
Mailing Address
1 f Ohio
State
lh. [phone]
NIA
Telephone Facsimile
2. Protect (Facility) Information
2a. Villages of Denver - Phase 2A
Brief Project Name (permit will refer to this name)
3, Contact Person:
3a. Patrick Murphy - R. Joe Harris & Associates, LLC
Name and Affiliation of Someone Who Can Answer C
3b. [phone]
Phone Number
1. Project is 0 New
2. Owner is 0 Public
2a. If private applicant will be:
le. Beachwood
City
lg. 44122
Zip Code
N/A
Corporation 0 Other (specify):
E-mail
2b. Lincoln
County Where Project is Located
uestions About this Application
3c. pnnurphy©rjoeharri.com
0 Retaining Ownership (i.e. store, church, single office, etc
0 Leasing units (lots, townhomes, etc. - skip to Item B(3))
Selling units (lots, townhomes, et. - go to Item B(2b))
n County
Owner of Wastewater Treatment Facil
4a. Killian Creek WWTP
Name of WWTF
East Lincoln Sewer System 5b. $''
TF) Tre
E-mail
odification, Permit No.: WQ0036258
2b. If sold, facilities owned by a (must choose one)
Public Utility (Instruction C)
Homeowner Assoc./Developer (Instruction D)
in Wastewater From This Project
�....�_, 4b. 0088722
Owner of Downstream Sewer Receiving Se
The origin of this wastewater is (check al
Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
0 School
0 Restaurant
0 Office
I1 Gravil
Size © Force
that apply):
WWTF Permit No.
5c. WQCS 00149
in Permit # of Downstream Sewer (Instruction E)
0 Retail (Stores, shopping centers)
0 Institution
0 Hospital
0 Church
0 Nursing Home
0 Other (specify):
t 00 °I° Domestic/Commercial
%© Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project: 7,920 gallons per day
`Do not Include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
F7"AI 2/07

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for'
the value in Item B(7) AND(OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .01.14 (f).
Design calculations for the sewer system and existing pump station have been provided to Lincoln County for determining the
7,920 gpd allocation for Phase 2A (33 total units x 240 gpd = 7,920 gpd)
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) New Gravity or Additional
Force Main
8 1,882 New gravity
W
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Z -
�_, Design Flow ' Operational Point Power Reliability Option ,
(MGD) GPM @TDH 1 - permanent generator w1ATS; Force Main Size Force Main Length
0 2 - portable generator w/MTS
V - -
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Z
O - - - -
QPump Station Location ID — (self chosen - as shown on plans/map for reference)
Design Flow Operational Point Power Reliability Option
Lt (MGD) GPM @TDH 1 - permanent generator w1ATS; Force Main Size Force Main Length
0 2 - portable generator w1MTS
ILt. r - - -
Z
H
ce .Pump Station Location ID (self chosen - as shown on plans/map for reference)
- - �— -- -- - - - - _ __- _- -- - - - - - - - ---- _ - -- --
p_ Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
m , 2 - portable generator wIMTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains {latest version}, the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
® Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA12107

-— - — - --- --- --- — -
;'14. Have the folf.wring per mitsker ufeca ons been st.funinned for approval for the system or projed to be sa vet?
. 'i
Wetiand/Stream Crossings - General Permit or 40i Certification? 0 Yes 0 No > NtA
Sedimentation and Erosion Control Plan? 0 Yes L0 No ❑ NIA
Stormvrater?
Yes ❑No ❑NIA
15. Does this project include any high priority lines, [see 15A NCAC 02T .041,}2 (2)j involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
.Cheok if Yes: 0and provide de1s s
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Frank J. Balognra, attest that this application for Villages of Denver- Phase 2A has been reviewed by me and is
accuralee and complete to The best of my 1m wedge. I understand t1raT,s all regwred pads of this application are not
completed and that if all required supporting documentation and attachments an: not included, this application package
is subject to being returned as incomplete. Note: in accordance with North Carolina General Statutes 143-215.6A and
143-215.68, any person who knowingly makes any false statement* representation, or certification in any application
shall be guilty of a Class 2 misdemeanor, which may include a ffne not to exceed $10,000 as well as civil penalties up to
$25,0 0 per violation-
'la. XJ S `(fir' (3
Signing Official Si_
Date
1
ENGINEERING DESIGN DOCUMENTS tv1UST BE COMPLETED PRIOR TO SUBivir i i"AL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS. THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
2 Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
!, Patrick L Murphy, P.E. attest that this application for Villages of Denver- Phase 2A has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans calculations and all other supporting
documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the proposed design has
been prepared in accordance with the applicable recreations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Tram Permitting of Pump Stations and Force
Mains adopted June 1, 20W and the watershed ciassiicatian in accordance with Division guidance. Alf+io igh other
professionals may have developed certain portions of this submittal package, inclusion of these materials under my
signature and sea! signiroes that ! have reviewed its matey' 1 and have j << t tel be censiste t ::i. the proposed design.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.68, any person who knowingly makes any false
statement, representatar, or certificaifon in any application shall be guilty of a Class 2 misdemeanor Which may include a
Tine not to exceed $10,000 as well as crvr7 penalties up to $25000 per violakan-
2a. Patrick L. Murphy, P.E.
! Professional Engineer Name
u7_ R. Joe Harris & Associates, LLC
Engineering Frm
2c. 1698 W. Hwy 160. Suite 130 1
Mailing Address
2d. Fort Mill 2e. SC 2f. 29708
City State ZZp
2g. [phone] 2h_ [phone] 2i_ pmurptiyerjaeharrisoorn - --
Telephone
n
fi
+++11r111011ti
Facsimile I E-mail _.',���1.111.014 i NC PE Seal Signature & 9
FTA 12/07

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: Villages of Denver, LLC
Project Name for which flow is being requested: Villages of Denver — Phase ZA
More than one FTSE-10/0 7 may be required for a single project if the ownerofthe lirw7P is not responshf'Jo all
pump stations along the route ofthe proposed wastewater ow,
1. 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 #: NC 0088722
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual. avg. flow
f. Total flow for this specific request
g. Total actual and obligated .flows to the facility
h. Percent of pennitted flow used
All flows are in MGD
6i
616
IL 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 Name Approx. Capacity, MGD
(Firm/Design)
42.6
/.04f
Approx. Current Avg.
Daily Flow, MGD
0.027-
0rias&
III. Certification Statement:
Dawak 4.. V, , certify that, to the best of my knowledge, 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. 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 for which I am the responsible party. Signature of this form indicates
acceptance of this wastewater flow.
Signing Official Signature Date

COUNTY OF LINCOLN, NORTH CAROLINA
1 'r 5 WEST MAIN STREET, 2NL, FLOOR CITIZENS CENTER, LINCOLNTON, NORTH CAROLINA
28092
DEPARTMENT OF PUBLIC WORKS
PHONE [phone]
FAX [phone]
August 14, 2013
R. Joe Harris and Associates, I.LLC,
Attention: Patrick Murphy P.E.
1698 West, Highway 160
Suite 130
Fort Mill, SC 29708
RE: Villages of Denver Phase 2A Sewer Flow Acceptance Letter
Dear Mr. Developer,
This letter is in response to the request for flow acceptance received in August of 2013 for Villages of
Denver Phase 2A . The East Lincoln Sewer District currently has available capacity at the Killian Creek
Wastewater Treatment Plant to treat this domestic wastewater. Villages of Denver Phase 2A consisting of
33 lots has a projected flow of 7,920 gallons per day per home at the state approved reduced flow rate of
240 gpd /home.
For your permits, the receiving sewer treatment facility rs the Killian Creek WWII), Permit NC
0088722. East Lincoln County
er and Sewer District is the collector, Permit # WQCS 00149.
If construction of this project is trot started within two (2) years of the date of this approval, the
approval will be rescinded and a new request and approval will be .required. Please notify Lincoln
County Public Works in writing when the construction of this project is initiated.
included in this mailiing is the Flow Tracking/ Acceptance for Sewer Extension Permit Applications
(FTSL — 1.0/07) and Fast Track Application for Sewer (FTA 12/07 ver5) with t'he Comity's pr rtion
completed.
If you have any questions, please do not hesitate in cailing in at [phone].
Sincerely,
Cc: File

FORM. WSCAS-03/2012
WATERSHED CLASSIFICATION ATTAC,NT
FOR SEWER SYSTEMS
Applicant Name
Villages of Denver, LC.0
Project Name _
Villages of Denver — Phase 2A
Professional Engineer Name
Patrick Lee Murphy, P.E,
Location
ID
Name of Waterbody1
A UT to Forney Creek
County
ncoln
Engineering Firm Name
R. Joe Harris & Associates, LLC
River
Sarin
Catawba
Waterbody Stream Waterbody
Index No. Classification
I _ 1 9-2-3 C
If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary
I certify that as a Registered Professional Engineer in the State of
North Carolina that I have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
*** END OF FORM WSCAS-03/2012 ***
oins.
FORM: WSCAS-03/2012 Page 1 of

R. Joe Harris & Associates,
1698 W. wy I..i60, S.C.°. 29708
"Rtttii
(i O ) 802-1 799 Fax
August 25, 2013
Attn Michael Parker
North Carnlhna flFNR
Mooresville (MRO)
Division of Water Quality
610 E. Center Avenue
Mooresville, North Carolina 28115
Re: Villages of Denver - Phase 2A
Sewer Fast -Track Application - Modification Submittal
Permit No W0003 785
RJH Project No,: 1691
Michael Parker
We have enclosed the following items for the States review and approval for the above
referenced project'
1 1 original and 1 copy of the completed Fast -Track Application - dated 8/19/13
Please find attached the corrected original Sewer Permit application with 1 copy, We had the
incorrect person"s name on the form who dually signed the form. Please replace the other
applications with these new 2. Please excuse the inconvenience.
If you should have any questions or require any additional information, please feel fre to rontart
me at 803-802-1799 or via email at g.9nurp?hy.@rloenarr scorn,
Sincerely,
R, JOE
Patrick L
Sr. Pro
tCI.ATFS, f.t„C
y, P.E.

R.
August 21, 2013
Attn: Michael Parker
North Carolina DENR
Mooresville (MRO)
Division of Water Quality
610 E. Center Avenue
Mooresville, North Carolina 28115
r4e Harr s & Associates, I.L.C.
161))1 `\ I t t. t , Suite 130, :Fort 'Mill, S.C' 2970
(MY) i } 1 799 Fax (803) 80-f)t 8(>
Re Villages of Denver -- Phase 2A
Sewer Fast -Track Application — Modification Submittal
Permit No.: WQ0636285
RJH Project No.' 1691
Michael Parker:
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 8/19/13
2. 1 check for the application fee in the amount of $480 made payable to NCDENR
3. 1 signed Flow Tracking/Acceptance Application — dated 8/20/13
4. 1 Sewer Flow Acceptance letter frorn Lincoln County Public Works
5. 1 certified Watershed Classification Attachment — dated 8/19/13
6 1 USGS Map showing Boundary and sewer location
7. 1 copy of the Lincoln County Approved Phase 2A Water & Sewer plans
Based on correspondence we had a couple of weeks ago, we have modified the utility plans for
Villages of Deriver to include only the infrastructure that is currently being installed as part of the
Phase 2A section. A new application package has been provided for the modification and a copy
of the approved plans has been included for reference,
If you should have any questions or require any additional information, please feel free to contact
me at 803-802-1799 or via email at pmurphy cR.rioeharris.com.
Sincerely,
R, JOE HARRIS & ASSOCIATES, LLC
Patrick ! e 4 4urphy, P.E.
Sr. Project Manager

Central Files: APS SWP
08/29113
Permit Number WQ0036258 Permit Tracking Slip
Program Category Status
Non -discharge Active
Project Type
Major modification
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.10 individual
Extensions
Primary Reviewer Permit Contact Affiliation
michael.parker
Coastal SW Rule
Permitted Flow
7920
Facility
Facility Name
Villages of Denver - Phase 2
Location Address
Owner
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
Woodmere OH 44122
Dates/Events
Orig Issue
11/27/12
App Received Draft Initiated
08/29/13
Scheduled
Issuance
Public Notice Issue
08/29/13
Regulated Activities Requested/Received Events
Subdivision
Wastewater collection
Outfall NULL
Additional information received
Additional information requested
Effective Expiration
08/29/13
Waterbody Name Stream Index Number Current Class Subbasin