WQ0036672_Regional Office Historical File Pre 2018

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder
Governor Director
August 16, 2013
Mr. Todd Pomorski, Manager
Epcon Cornelius, LLC
500 Stonehenge Parkway
Dublin, Ohio, 43017
Subject: Permit No. WQ0036672
Courtyards at Jetton
Wastewater Collection System Extension
Mecklenburg County
Dear Mr. Pomorski:
John E. Skvarla, III
Secretary
In accordance with your application received August, 1, 2013, we are forwarding herewith Permit No.
WQ0036672, dated August 16, 2013, to Epcon Cornelius, 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until rescinded, and shall be subject to the conditions and limitations as specified therein.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.
Please pay particular attention to the following conditions contained within this per
Condition 11.4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be responsibility of the Epcon Cornelius, 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 North
Carolina General Statute §143-215.6A through §r143-215.6C, 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 1508 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.
Mooresville Regional Office
Location:6610 East Cet ler Ave:,Suite 301 Mooresvulle, NC 28115
Phone: [phone] Fax: [phone] Customer Service: 1 8877 23
Internet wwwno,oralerr1ualiiyor0
Air Equatl Oppnrhinily , Afr nnaative Arlrorn Employar
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NorthCarwlil1a.
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EPCON CORNELIUS
Q0036672 .
If you need additional information concerning this matter, please contact Sujatha Nagulapaily at (704)
235-2143 or via e-mail at Sujatha. [e-mail].
for Thomas A. Reeder
Division of Water Resources
by Michael Parker
Mooresville Region Surface Water Protection Supervisor
enclosure: Operational Agreement
cc: Mooresville Regional Office, Surface Water Protection Section
Water Resources Central Files
PERCS (electronic copy)

I
ATA
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
Epcon Cornelius, LLC
Mecklenburg County
for the construction and operation of approximately 1,040 linear feet of 8 inch gravity sewer; as part of
the Courtyards at Jetton project, and the discharge of 4,750 gallons per day of collected domestic and
commercial wastewater into the Charlotte -Mecklenburg Utilities WWTF existing sewerage system,
pursuant to the application received August 1, 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.
ermit issued this the 16th day of the August, 2013.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0036672

SUPPLEMENT TO PERMIT COVER SHEET
Epcon Cornelius, 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 McDowell Creek
Wastewater Treatment Plant (NC0036277) prior to being discharged into the receiving stream.
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,
1. SPECIAL CONDITIONS
If, at any time, the additional wastewater flow volume made tributary to this sewer extension is believed to
exceed the value permitted herein, a modification shall be requested for this permit from the Division of
Water Resources to properly allocate the subject wastewater flow,
No flow in excess of the quantity permitted herein, 4,750 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 of Water Resources.

V"STANDARD
CONDITIONS
This permit is not transferable. In the event there is a desire for the wastewater collection facilities to change
ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to the
Division accompanied by documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request shall be considered on its merits and may or may riot be approved.
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.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
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 as provided in 15A NCAC 2T .0403:
a. The sewer system shall be'effectively maintained and operated at all times to prevent discharge to land or
surface waters, and to prevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days
per year). Pump stations that are connected to a telemetry system shall be inspected at least once per
week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections 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 28 .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.

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,
Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
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.
Noncompliance Notification
The Permittee shall report by telephone to a water resources 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, lone 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 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:
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.

rr b. One copy of the supporting pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, 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.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum
Design Criteria should be clearly identified on the record drawings, on the certification in the space
provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes•resulting in non-
compliance with this permit (including pipe length increases of 10% or greater, increased flow, pump station
design capacity design increases of 5% or greater, and increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested modifications 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.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
9. Failure to abide by the conditions and limitations contained in this permit; 1SA 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.
10. 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.
11. 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 other government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and
sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 1SA NCAC 2B .0200 and 15A NCAC 2H .0500.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Epcon Cornelius, LLC Perrnit No. WQ0036672
Project; Courtyards at Jetton
Issue Date: 08/16/2013
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
M 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
ENGINEER'S CERTIFICATION
Date
❑ Partial ❑ Final
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 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'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 AVENUE, 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
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
C)WR Use Only:
Flow from this project is

STATE OF NORTH CAROLINA
COUNTY OF
Permit No. `V/ 003i
HOME/PROPERTY OWNERS' OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. • 143-215.1 (dl) and entered into this day /1"P(MIL
Commission, an agency of the State of North Carolina,.hereinafter known as the COMMISSION; and
1� (our-ha.,ck ' 1(,vYtt0t ,n'ccs fl5.sc►CiA C`,41 a non-profit corporation organized
and existing under and by virtue of the laws of the State of North Carolina, hereinafter known as the
ASSOCIATION.
, by and between the North Carolina Environmental Management
WITNES SETH:
1. The ASSOCIATION was formed for the purpose, among others, of handling the property, affairs and
business of the development known as e C.o u r - Lc r -0,4
(hereinafter the Development); of operating, maintaini i, re -constructing and repairing the common
elements of the lands and improvements subject to unit ownership, including the wastewater collection
system with pumps, wastewater treatment works, and/or disposal facilities (hereinafter Disposal System);
and of collecting dues and assessment to provide funds for such operation, maintenance, re -construction
and repair.
2. The ASSOCIATION desires, to construct and/or operate a Disposal System to provide sanitary sewage
disposal to serve the Development on said lands.
3. The ASSOCIATION has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and/or operate the Disposal System.
4. The Development was created subject to unit ownership in the dwellings units, other improvements and
lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter 47C
or 47F of the North Carolina General Statutes.
5. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
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 ASSOCIATION do hereby mutually agree as follows:
1. The ASSOCIATION shall construct the Disposal System and/or make any additions or modifications to
the Disposal System in accordance with the permit and plans and specifications hereafter issued and
approved by the COMMISSION, and shall thereafter properly operate and maintain such systems and
facilities in accordance with applicable permit provisions and law.
2. The ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal System
and appurtenances thereto are part of the common elements and shall thereafter be properly maintained
and operated in conformity with law and the provisions of the pennit for construction, operation, repair,
and maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire
wastewater treatment, collection and disposal system as a common element which will receive the highest.
priority for expenditures by the Association except for Federal, State, and local taxes and insurance.
FORM: HOA 02/03 Page 1 of 2

3. The ASSOCIATION 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 corrunon expenses. Such fund shall be separate from the routine maintenance fund allocated for the
facilityand shall be part of the yearly budget.
4. In the event the common expense allocation and separate fund(s) are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall be provided such that special assessments can be made
as necessary at any time.
5. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the ASSOCIATION shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
6. 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 ASSOCIATION shall
provide in the ASSOCIATION Bylaws that the ASSOCIATION shall not enter into voluntary dissolution
without first having transferred its said system and facilities to some person, corporation or other entity
acceptable to and approved by the COMMISSION by the issuance of a permit.
7. The ASSOCIATION shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
ASSOCIATION'S successor.
The agreements set forth in numbered paragraphs I, 2, 3, 4, 5, 6, and 7 above shall be conditions of any
permit issued by the COMMISSION to the ASSOCIATION for the construction, maintenance, repair and
operation of the Disposal System.
9. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
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
Director
Division ofWater Quality
7Aoffitis 4. ReeVele.
1Z. C, ;t1rj(-10•WA:\,„,41:: .1)57)'Z' '174
Name of ASSOCIATION
By:
(Signature)
Print Name and Title
FO
OA 02/03
Page 2 of 2

I
FAST TRACK ENGINEERING CERTIFICATION
Permittee: Epcon Cornelius, LLC
Project; Courtyards at Jetton
Permit No. WQ0036672
issue Data: 0811612013
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
rrtodlffc ns Jtrs required for any chances resuttine In . flonsemellance with thls permit. re auiatlons or
rrrlrrirrrtrltn deaicrnpri la M t?tfftkettan a stttltl Id be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has re
Certification and ail required supporting documentation, re i
be sent In a manner the provides proof of receipt by the. Division.
id this Engineer's
certiftcatlor'
PERtTTEE'§ CERTIFICATION
1, t4 ' the undersigned agent for the Permittee, hereby state that this project ha
been constructed pursuant to the applicable standards & requirements„ the Professional Engineer below has
provided applicable designonstruction Information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitt ions thereof,
lC,rt}
Pnnted N
T
I, sk- � SvA knk
having been authorized to observe
for the Permittee hereby state that,
nature
eINEER CERT1FicATI
Q Partial
a duly registered Professional Engineer in the State of North Carolina,
odically, [ weekly, 0 full time) the construction of the subject ,project
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 NGAC 02T; the Division's Gravity Sewer Minimum Dessign Criteria adopted February 12, 199E 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,, signs cl,I ,
nal
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
The Pernittee is r sponsibie for tracking all partial certifications up untit 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,
DWR Use Only:
Flow from this proje t us Crib itary to:

,
HUNTER
Construction Group Inc.
October 28, 2014
Wesley Smith
EMH&T
301 McCullough Drive
Suite 109
Charlotte, NC 28262
Project: Courtyards @ Cornelius
Subj: Water & Sewer Distribution Systems
Wes,
All water and sewer system installation on the above mentioned project has been
completed.
To the best of our knowledge these systems have been in accordance with the
construction plans and with the Mecklenburg County Standards and Specifications.
Please don't hesitate to give me a call if you have any questions or need anything
else from us in this matter.
Respectfully Submitted,
Rob Moss
Project Manager
Hunter Construction Group, Inc.
118 Timber Road • Mooresville, NC 28115 • 704-799-7570 • 704-799-7576 (fax)

13OL - Ctr1 No. 998 357
Page 1 of 1
Bill of Lading
CaurierNet NC 704-391-7700
User Name: Greg Hartley
Company: EMH&T Engineers
Control Number: 998357 eTrac Number: 121601068
Submitter Information
Account: 12630
Name: EMH&T Engineers
Requested By: Jamie WiIhams
Reference: 2013-0826
BOL No.:
Entered: 17-NOV-2014 11:04
Last Updated: 17-NOV-2014 11:04 (EST)
Pick Up From
EMH&T Engineers
Jamie Williams
301 McCullough Drive
Suite 109
CHARLOTTE, NC 28262
Phone: [phone]
Pickup Details
Requested Date: 17-NOV-2014
Ready Time: NOW
(No Pickup Instructions)
Actual Date:
Arrival Time:
Departure Time:
Driver:
Date:
Time:
eTrac Order Entry
tc_ 20I3 e tac A 1 rights reserved.
�t02-
98357
Shipping Information
Service Type: 4 Hour Service
Return Service: None
Pieces: 1
Weight: 1.0 Lbs.
Charges: 0.60
Quote: 29.38
Deliver To
NCDENR
610 East Center Ave
Suite 301
MOORESVILLE, NC 28115
Phone: [phone]
Delivery Details
Requested Date:
Deliver By:
(No Delivery Instructions)
Actual Date:
Arrival Time:
Departure Time:
Received by:
x
17-NOV-2014
15:04
Print Name:
https://apps.etrac.net/retai)oe Tacking Order etails.asp?System ID 9600&0PORm_CO... 11/"17/2014

®gMuLiamNu
To: NCDENR
610 East Center Ave, Suite 301
Mooresville, NC 28115
Hombk- on tllton..Inc,
a, Planner. Scientists
From: Wesley Smith, PE
Date: November 17, 2014
Job no.: 201 3-0826
Subiect: Courtyards at Cornelius
We are sending you herewith via: 1;1 Courier lE U.S. Mail I Fed. Ex.
The following items:
Copies
Date
1/05/14
Number o
sheets
l copies IC, originals I— [other]
Description
Fast Track Engineering Certification
4 I Record Plans
These are transmitted as checked below:
for approval
i for your file as requested r for review & comment
f for execution / signatures 1— [other]
Remarks:
For EMH&T:
Wes Smith, PE
if enclosures ore not os noted, kindly notify us at once.
A Ipo Hence A putr h n for excep no„rz_
Drive, Suite t09, Charlotte, NC 28262 • Phone 704.548.O333 • It x 704.54&.5.334

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATCONS, AND FORCE MAINS
PAGE 3
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USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ)
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lb b.. � �� o s�4 ��n A„/r e"" �'ra�., r 1 �'$ (:`�� '�<N.'+�S Cu.� r^%-t.-r;.
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signig officials!)
lc, The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership ❑ Corporation Other (specify): I_
ld. 500 Stonehenge Parkway_
Mailing Address
1f, Ohio
State
1 h. 614-761-1010
Telephone Facsimile
2. Project (Facility) Information:
2a. Courtyards at Cornelius
1 i. 614-761-1155
Brief Project Name (permit
3. Contact Person:
3a. Wesley A. Smith, Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
le, Dublin
City �._.-_-.,._...."
lg. 43017
Zip Code
1j. [e-mail]
E-mail
2b. Mecklenburg
3b. 704-548-0333
Phone Number
County Where Project is Located
_3c. wsmith@emhtcom
E-mail
1. Project is New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.), Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is 0 Public (skip to Item B(3)) ® Private (go to Item 2(a))
2a. If private, applicant will be:
El Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
Z Selling units (lots, townhomes, etc. - go to Item B(2b))
3 Charlotte Mecklenburg Utilities
Owner of Wastewater Treatment Facility (WWfF) Treating Wastewater From This Project
4a. 4b,
2b. If sold, facilities owned by a (must choose one)
Name of WWTF
N/A
5a. ©wnrertof Downlstream Sewer JRece Receiving Sewer Size 0 Gravity Sc NIA
g Force Main
The origin of this wastewater is (check all that apply):
0 Public Utility (Instruction III)
Homeowner Assoc./Developer (Instruction IV)
Residential Subdivision
0 Apartments/Condominiums
Mobile Home Park
❑ School
❑ Restaurant.
El Office
❑ Car Wash
❑ Institution
El Hospital
0 Church
Ej Nursing Home
0 Other (specify):
WWTF Permit No.
Permit Number of Downstream Sewer (if known
100 % Domestic/Commercial
% Industrial
% Other (specify):
7. Volume of wastewater to be allocated for this particular project: 6,000 gallons per day
*Do not include previously permitted allocations
8. If the permitted flow is zero, indicate why:
El Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit No.
Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
B. PERMIT
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
240 gpd/lot x 25 lots = 6,000 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8"
0
W
Z
Length (feet)
Gravity or Force Main
(use the pull down menu)
1040' Gravity
Z ENTER TOTAL LINE LENGTH IN MILES
V11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Z Location ID1
Power Reliability Option
(self chosen - as shown on ' Design Flow Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
plans for cross-reference) , (MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storage)
I ,
0
iJ.
Z � �
12. 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 2H .0200 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
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® NIA
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? ❑ Yes ❑ No ® N/A
'14. Does this project involve aerial tines or siphons? Check if yes: ❑
These lines will be considered high priority and must be checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes? ❑
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: W in 0 D 3 6 6 2_
(to be completed by DWQ) "C
1. Owner::
la. F CoN (-Or (1 6r'0S r LLC
Z I Ful lfigal
1b
Nam (com ny, _municipality, HOA, utility, etc.)
-�V�-- oti.,b f nAlia' k-r
1,_, ; Signing Official Name and Title
2 1c. The legal entity who will own this
0 Individual ❑ Federal ❑ Municipality
Le i
0 id. 500 Stonehenge Parkway
(Please review 15A NCAC 2H .0206(b) for authorized signirig officials!)
system is:
❑ State/County ■ Private Partnership • CorporationXOther (specify): 1,LC
1e. Dublin
LL` Mailing Address City
:If. Ohlo lg. 43017
Z i State Zip Code
0 jl h. 614-761-1010 1 i. 614-761-1155 1j. [e-mail]
exiTelephone Facsimile E-mail
0 2. Project (Facility) Information:
JLA'2a. Courtyards at Cornelius 2b. Mecklenburg
a Brief Project Name (permit will refer to this name) County Where Project is Located
< 3. Contact Person:
3a. Wesley A. Smith, Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-548-0333 3c. [e-mail]
Phone Number E-mail
1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications,
' phase, changing
duplicate
attach a separate sheet clearly explaining the reason
line size/length, etc.). Only include the modified information
project information in B(7) and B(10-11) that has already been
for the modification (i.e. adding another
In this permit application - do not
included in the original permit.
-2. Owner
2(a))
is • Public (skip fo Item B(3)) CI Private (go to item
2a. If private, applicant will be: 2b.
❑ Retaining Ownership (i.e. store, church, single office, etc.) or '
Z ❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 ® Selling units (tots, townhomes, etc. - go to Item B(2b))
If sold, facilities owned by a (must choose one)
• Public Utility (Instruction ill)
►I Homeowner Assoc./Developer (Instruction IV)
3. Charlotte -Mecklenburg Utilities
1- Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
Et 4a. 4b.
0 Name of WWTF WWTF Permit No.
LI. 5a. Charlotte -Mecklenburg Utilitie
5b. 8" ® Gravity
Receiving Sewer Size i■ Force Main
5c. N/A
Z Owner of Downstream Sewer
Permit Number of Downstream Sewer (if known)
j— 6. The origin of this wastewater is (check all that apply):
M ® Residential
IZ 0 Apartments/Condominiums
W 1 ■ Mobile
Subdivision
Horne Park
❑ Car Wash
100 % Domestic/Commercial
■ Institution
■ Hospital
% Industrial
C- • School
■ Church
Di ' • Restaurant
■ Nursing Home
', Other eci s
(specify):
III Office
El Other (specify):
17. Volume
*Do
of wastewater to be allocated for this particular project: 4.750 gallons per day
not include previously permitted allocations
8. If the
permitted flow is zero, indicate
Line - Ffow will
has already been allocated
or replacement
why:
be permitted in subsequent permits that
in Permit No.
connect to this line
■ interceptor
❑ Flow
• Rehabilitation
of existing sewer with no new flow expected
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3).
190 gpd/lot x 25 lots = 4,750 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (Feet)
8"
Gravity or Force Main
(use the pull down menu)
1040' Gravity
i Z ENTER TOTAL LINE LENGTH IN MILES
t } 11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Z Location ID
• (self chosen - as shown on Design Flow Operational Point
▪ plans for cross-reference) (MGD) GPM @ TDH
0
IL
z
Power Reliability Option
(1- dual line feed; 2- permanent generator w/ATS; 3-
portable generator w/telemetry; 4-wet well storage)
1-
E12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force;
Ile Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
W ® Yes ❑ No if no, please reference the pertinent minimum design criteria or regulation and indicate why a
(L variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No El N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? 0 Yes 0 No ® N/A
14. Does this project involve aerial lines or siphons? Check if yes: 0
These lines will be considered hiah oriority and must be checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes? ❑
Be aware that the Division will not accept installed fines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
C. STREAM CLASSIFICATION
D. CERTIFICATIONS
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) Oil indicate the following:
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND
❑ A Stream Classification Is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location 1D on Map
(self chosen -as shown on
map for cross-reference)
1
l a. r~
Signing Official Signature
2. Professional Engineer's Certification:
Name of
Waterbody
Unnamed Trib to
httrrinwall r:rtarak
County
Mecklenburg
River Basin
Catawba
Waterbody Stream Waterbody
Index Classification
11-115-(1) C
Submit the 8.5" x 11" COLOR topographic map as required in instruction VI
regardless of whether a classification is provided)
1. Applicant's Certification:
1, to i) t, P A.A., , attest that This application for Courtyards at Cornelius has been reviewed by me
and is accurate and complete to the best of my knowledge.) 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. 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
appll lion shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10, 000 as well as civil
pen 1 iesipyJo $?S 000 per violation.
r1 Jl`
Date
1 attest that this application for Courtyards at Cornelius has been reviewed by me and Is accurate, complete and
consistent with the information in the engineering plans, calculations, and all othersupporting 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 regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February 12, 1996,
and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000
and the watershed classification in accordance with Division guidance. Although certain portions of this submittal package
may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that l
have reviewed this material and have judged it to be consistent with the proposeddesign. Note: In accordance with NC
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 fine not to exceed $10, 000 as
well as civil penalties up to $25,000 per violation.
2a. Wesley A. Smith
Professional Engineer Name
2b. EMH&T
Engineering Firm
2c. 301 McCullough Drive, Suite 109
Mailing Address
2d. Charlotte
City
2g. 704-548-0333
Telephone
2h. N/A
Facsimile
2e. NC
2f. 28262
State Zip
2i. [e-mail]
IIl
CA/1)�//,,
E-mail Seal, Slgrrature_& pate_
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
0
fn
Z
Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach addition& sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody: AND,
❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on
map for cross-reference)
1
Name of
Waterbody
Unnamed Trib to
IVlrrintwalI r'.raak
County
Mecklenburg
Waterbody Stream
River Basin Index
Catawba 11-115-(1)
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Waterbody
Classification
C
Applicant's Certification:
i, ^� tail 1. A.A. 0 c_s'tc-( , attest that this application for Courtyards at Cornelius has been reviewed by me
and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of this application are
not completed and that if all required supporting documentation and attachments are not included, this application
package is subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-
215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any
apply fion shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil
pen ♦Kies rpr)o $,5,000 pe violation.
la. c„
? it
Signing ©fficial Signature D
2. Professional Engineer's Certification:
e
i attest that this application for Courtyards at Cornelius has been reviewed by me and is accurate, complete and
consistent with the information in the engineering plans, calculations, and al! other supporting documentation to the best of
my knowledge. l 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 adopted February 12, 1996,
and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Farce Mains adopted June 1, 2000
and the watershed classification in accordance with Division guidance. Although certain portions of this submittal package
may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I
have reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC
General Statutes 143-215,6A and 143-215.6B, 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 fine not to exceed $10, ©t' as
well as civil penalties up to $25, 000 per violation.
2a. Wesley A. Smith
Professional Engineer Name
2b. EMH&T
Engineering Firm
2c. 301 McCullough Drive, Suite 109
Mailing Address
2d, Charlotte
City
2e. NC 2f. 28262
State Zip
2g. 704-548-0333 2h. N/A 2i. [e-mail]
Telephone Facsimile E-mail
Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

8/2/13 MSRMaps: Print
Send To Printer
•
Back To NISR Maps Change to 11x17 Print Size Show Grid tines Change to Landscape
MUJSGS 2 km INof Cornelius, North Carolina, United States 01 Jul 1996
•
/ •
7 1
•
r� 1
'
•
800
L
yds
Y,l•_
:"'
200 400,
200' 400'
600,
600'
© 2010 Microsoft Corporation. Terms of Use Privacy Statement
Image courtesy of the U.S. Geoiogical Survey
8/.
msrmaps.corn/Printlmag e.asK/T=2&5-12&Z=17&X=6378Y=49078,W=3&D'01+Ju1+19968P=2+1an+W+of+Cornefi us%2c+North+Caroi ina%2c+United+Scat... 1/1

CHARLOTTE-MECKLENBURG
UTILITY DEPARTt4ENT
July 15, 2013
Mr. Robert Cash
EMH&T
301 McCullough Drive
Suite 109
Charlotte, NC 28262
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
COURTYARDS AT CORNELIUS
PARCEL# 005-121-11, -14
C MU TRACKING 600-13-581
A flow acceptance study of the subject site has been completed and it has been determined that:
Charlotte -Mecklenburg Utility Department (C-MUD) agrees to accept the gravity sewage flow of 4,750
gallons per day (25 single-family lots x 190 gpd/Iot) from this project for transmission to the McDowell
Creek Wastewater Treatment Plant; NPDES permit number NC00036277, for treatment. This
acceptance of Clow is based on the existing capacity of the designated publicly owned treatments works.
Please see attached NCDENR Flow Tracking form.
C-MUD agrees to furnish water to the subject project. The water quality to the subject project is regulated
by the State Drinking Water Act Amendments of 1986 and The Water Supply Management Plan, dated
October 2005, (WSMP # 05-01702 & PWS ID # 0160010) on file with the Public Water Supply Section of
NCDENR. However, C-MUD cannot guarantee a constant pressure or quality of flow.
C-MUD does not expect any of the above conditions to preclude water or sewer service to the subject
site. However, the applicant should understand that due to the involvement of other agencies and
continuing growth of the water and sewer system, the ability to provide service for future projects cannot
be guaranteed nor reserved. Connection to the C-MUD system is accepted on a first come, first served
basis.
The applicant should understand that this letter is not authorization to construct private water or sewe
systems, as the appropriate local or State permits are required prior to construction. If the app�riats
authorization to construct permits ere not obtained arid construction has n Ot started within
is once of is fl a e ,ance, and a ant for an s ction s h vie n b
within (1) year of the issuance of this flow acceptance, this flow acceptance approval shall a rescinded
and a new flow acceptance study must be made. If you have any questions, please do not hesitate tro
contact me at [phone],
Sincerely,
12,
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITY DEPART www.cmuttflties.con1
Engineering Division • Installation & Development Services 700 North Tryon Street
Charlotte, NC 28202
Ph: 704/432-5801
Fax [phone]

Departmen
State of North Carolina
ironcnent and Natural Resources
Division of Water Quality
Tracking/Acceptance for Sewer Extension Permit .Applications
(FTSE-10/O7)
Project Applicant Name: EMI-i&T
Project Name for which flow is being requested: Courtyards at Corn ius
More than one F fSE 13/07may 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 flaw,
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McDowe11 Creek WWI) __.,..
b. WWTP Facility Permit #: NC0036277
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 faeiliity
h. Percent of permitted flow used
All flows are in MGD
12.00
0.489
4.79
0.00475
5.105
42.5%
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 Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
cation Statement:
rryy - A Re ' , 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
acceptan e of this w ater flow.
7/z,'3
Signing
Signature Dale

Mecklenburg County Soil Erosion and Sedimentation
Control Ordinance
Financial Responsibility/Ownership Form
No person shall initiate any land -disturbing activity covered by Section 6 of the Mecklenb-urg
County, Mint Hill or Davidson Sedimentation and Erosion Control Ordinances prior to
completing and filing this form with Mecklenburg County Land Use and Environmental
Services. The financially responsible party will be on record as the party to accept any Notices
of Violation or related documents for any non-compliance with the above Ordinances. If the
financially responsible party is out of State, a North Carolina agent must be assigned.
Please Type or Pint
PART A
1. Project where land -disturbing activity is to be undertaken: Courtyards at Cornelius
2. Address of land -disturbing activity: Project is at the end of Existing Village Center Drive
3. Approximate date land -disturbing activity will commence: October 2013
Month Day Year
4. Purpose of development (Residential, Commercial, Industrial, etc.): Residential
5. Approximate acreage of land to be disturbed or uncovered: 6.36
6. Total site acreage: 8.38
7. Landowners of record (use blank pages to list additional owners as necessary):
Owner #1 Name: Epcon Cornelius LLC
Address: 500 Stonehenge Parkway
Dublin, OH 43017
Telephone: [phone] Fax: [phone]
Email Address: [e-mail]
Owner #2 Name:
Address:
Telephone: Fax:
Email Address:
8. Indicate Book and Page where the deed or instrument is filed (use blank pages to list
additional deeds or instruments as necessary):
Book -28194 - Page 147 Book Page
Book Page Book Page
(continue on back or separate pages as necessary)
Form Revised 3-3-08

,Continue - Financial Responsibility/Ownership Form
PART B
1. Person(s) or firth(s) financially responsible for this land -disturbing activity:
Person or Firm: Epcon Communities
Address: 500 Stonehenge Parkway
Dublin, Ohio 43017
Telephone: [phone] Fax: [phone]
Email Address: tpomorski(a)epconcommunities.com
2. North Carolina agent for the person or firm who is financially responsible:
Person or Firm:
Address:
Telephone: Fax:
Email Address:
3. The above information is true and correct to the best of my knowledge and belief and was
provided by me while under oath. (This form must be signed by the financially responsible
person if an individual or by an officer, director, partner, attorney -in -fact, or other person
with authority to execute instruments for the financially responsible company or entity, if not
an individual.)
Graf -Thmas
Printed Name
Signature
VI ;lakernen- C� 4
Title
Date
1, flThr jare+' A. G,raL r rd
County of �J F n n kl y r, , State of C3 h 0
certify that Cs ci ti...9 f , Thom 0.S
before me this day and under oath acknowledged that this form was executed by him/her.
Witness my hand and notarial seal, this j514' day of
Notary Signature:
My Commission expires:
GtAQ- 0. atew
Mecklenburg County Land Use and Environmental Se
700 N. Tryon Street Suite 205
Charlotte, NC 28202-2236
[phone]
FAX [phone]
, a Notary Public of the
, hereby
personally appeared
20/3
MARGARE l A CRAWFORD
Notary Public, State of Ohio
My Commission Expires 11-16-2014

North Caroline Secretary of State
Page 1 of 1
Account Login Register
North Carolina
Elaine F. Marshall DEPARTMENT OF-IIIE
• Secretary SECRETARY OF STATE
PO Box 29622 Raletg?t, NC 27626-0622 (919)807-200
Date: 8/2/2013
Click here to:
View Document Filings I File an Annual Report
11 Print a Pre -populated Annual Report Fillable PDF Form I Amend A Previous Annual Report J
Corporation Names
Name Name Type
NC EPCON CORNELIUS, LLC LEGAL
Limited Liability Company Information
SOSID: 1289865
Status: Current -Active
Effective Date: 12/3/2012
Citizenship: DOMESTIC
State of inc.: NC
Duration: PERPETUAL
Annual Report Status: CURRENT
Registered Agent
Agent Name:
Office Address:
CORPORATION SERVICE COMPANY
327 HILLSBOROUGH STREET
RALEIGH NC 27603
Mailing Address: 327 HILLSBOROUGH STREET
RALEIGH NC 27603
Principal Office
Office Address: 500 STONEHENGE PARKWAY
DUBLIN OH 43017
Mailing Address: 500 STONEHENGE PARKWAY
DUBLIN OH 43017
Officers
Title: MEMBER
Name: EPCON COMMUNITIES CAROLINAS, LLC
Business Address: 500 STONEHENGE PARKWAY
DUBLIN OH 43017
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
1167
http:llwww.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=I0118838 8/2/2013

ivor 9.0. Me( hwart„ 1-Ictiiribleton 8. Tilton, inc.
riiigineers, veyor Plcnners, SCier'ILLS
g' rw EigNur
To: NCDENR
610 East Center Ave, Suite 301
Mooresville, NC 28115
From:
Date:
Job no.:
Subject:
Wesley Smith, PE
August 1, 2013
2013-0826
Courtyards at Cornelius
We are sending you herewith via:
The following items:
Number o
sheets
24
1;70 Courier E U.S. Mail 1— Fed. Ex,
r copies
F..% originals r" [other]
Description
Site Improvement Plans
Project Calculations
2 Financial Responsibility Form
Check #100003664 for
These are transmitted as checked below:
p for approval F for your file
r- for execution signatures
Remarks:
Copies:
480.00
1- as requested r- for review & comment
r- [other]
If enclosures are not as noted, kindly notify us at once,
of expelience A for exceitenee.
301 McCullough Drive. Suite, 09, Chariciiie, NC 28262 * Phone 704,548.0333 * Fcrll 704:548.0334
ernh*-Acom

A •
Permit Number WQ0036672
Central Files: APS SWP
08/19/13
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sujatha.nagulapally
Coastal SW Rule
Permitted Flow
4750
Facility
Facility Name
Courtyards at Jetton
Location Address
Owner
Fast Track
Status
Active
Project Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Major/Minor
Minor
Region
Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Epcon Cornelius LLC
Dates/Events '
Owner Type
Non -Government
Owner Affiliation
Todd Pomorski
Development Manager of
500 Stonehenge Pkwy
Dublin OH
Orig Issue App Received
08/16/13 08/01/13
Regulated Activities
Draft Initiated
Scheduled
Issuance
Public Notice Issue Effective
08/16/13 08/16/13
RequestedlReceived Events
43017
Expiration
Wastewater collection
Outfall NULL
Additional information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin