WQ0032027_Regional Office Historical File Pre 2018

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y
Michael F, Easley, Governor
William G. Ross Jr., Secretary
-71 North Carolina Department of Environment and Natural Resources
Mr. Jerry Rigsby, Manager
Oneida -Russo, LLC
1220 South Kings Drive
Charlotte, NC 28207
Dear Mr. Rigsby,
Coleen H. Sullins, Director
Division of Water Quality
August 1, 2007
Subject: Permit No. WQ0032027
Oneida Subdivision
Wastewater Collection System Extension
C-MU TRACKING #600-07-591
Mecklenburg County, North Carolina
In accordance with your application received on July 20, 2007, we are forwarding herewith
Permit No. WQ0032027, dated August 1, 2007, to Oneida -Russo, 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to Permit Condition 3 which 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.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) 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. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet: www.ncmwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
Nne
orth Carob na
Naturally

Mr. Rigsby
Page 2
August 1, 2007
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 for the construction and operation of approximately 1,567 linear feet of 8-inch gravity sewer
and the discharge of 18,430 gallons per day of collected domestic wastewater into the Charlotte
Mecklenburg Utilities existing sewerage system, pursuant to the application received July 20, 2007, 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.
The sewage and wastewater collected by this system shall be treated in the Charlotte
Mecklenburg Utilities WWTP (Irwin Creek NPDES No. NC0024945) prior to being discharged into the
receiving stream.
The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and shall be a condition of this permit. Noncompliance
with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by
North Carolina General Statutes 143-215.6A to 143-215.6C for violation of or failure to act in
accordance with the terms and conditions of this permit.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
if you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
for Coleen H. Sullins
cc: • Mecklenburg County Land Use and Environmental Services Agency (LUESA)
Steve Miller, CMU
Philip Edward, Mecklenburg County
_Mooresville Regional Office, Collections System Permit Files
Jeffrey McCluskey, Mc2 Engineering, Inc.
Surface Water Protection Central Files
PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. 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 of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. 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 any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be 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-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. 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.

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and .
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. 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.
6. 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.
7. A copy of the construction record drawings shall be maintained on file by the Permittee 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, 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.
9. 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.
10. 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
(focal, 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 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], 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 failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters -
without treatment of all or any portion of the influent to such station or facility.
2

Voice mail messages or faxed information is permissible, but 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 Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part 11 of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the lst day of August, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032027
3

Fast Track Engineering Certification
Permit No. WQ0032027
August 1, 2007
Owner/WQCS
Jerry Rigsby, Manager
Oneida -Russo, LLC
1220 South Kings Drive
Charlotte,. NC 28207
UWVfP111VQCS
Steve Miller
Charlotte Mecklenburg Utilities
510 Brookshire Blvd
Charlotte, NC 28216
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• 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.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
1, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of Oneida
Subdivision, a Mecklenburg County 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 2T; the Division of Water Quality's (Division) Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
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
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

ATE CoF NORTH CAROLINA
COUNTY OF MECKLENBURG Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this 1 8th day of
July 200 7 by and between the North Carolina Environmental
Management Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION;
and _Oneida -Russo, LLC , a corporation/general partnership registered/licensed to do business in
the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in _Mecklenburg County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Oneida Subdivision (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto,' the COMMISSION and DEVELOPER do hereby'mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.

The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction, •
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration
is filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of
the Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
_Oneida -Russo, LLC
MANAGEMENT COMMISSION Name of DEVELOPER
Alan W. I l4 ck, P.E.,Director
Division of Water Quality
(Date)
By:
(Sig
Jerry Rigsby - Manager
Print Name and Title
(Date)

.AST -TRACK APPLICAT
N for GRAVITY SEWERS, PUMP STATIONS4 AND FORCE `IA1NS
PAC
© 1b
0
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner:'
Oneida -Russo, GLC
Full Legal Nam
Jerr Ri•b
Signing Officia
pany, munictp
and Title (Pleb
Application Numbe
(to be completed by DWQ)
y, HOA
0
view 1 A NCAC. ((b) for authorized signing officials'.)
The legal entity who will own this system is�
© Individual ❑ Federal ❑ Municipality 0 State/County Private Partnership ❑ Corporation 0 Other (specify):
1d. 1220 South Kings Drive
Mailing Address
1f. NC
State
0 • 1 h. [phone] _.. 1 i. (70444) 72 5631
Telephone Facsimile
i 2. Project (Facility) Information:
2a, Oneida Subdivision
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a, Jeff McCiuskey — Project Civil Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 1704) 510-9797
Phone Number
1e. Charlotte
City
1 g. 28207
�....._ Zip Code
Jerocartabellsouth,net
E-mail
2b. Mecklenburg
ounty Where Project i Located
c .11,[e-mail]
E-mail
Project is t New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. 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(1O-11) that has already been included in the original permit.
2 Owner is ❑ Public (skip to item 8(3))
2a. If private, applicant will be
Ej Retaining Ownership (i.e. store, church, single office, etc.) or
Z ❑ Leasing units (lots, townhomes, etc, - skip to Item B(3))
Selling units (lots, townhomes, etc, - go to Item B(2b))
Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one
❑ Public Utility (Instruction III)
® Homeowner Assoc./Developer (Instruction IV)
Charlotte -Mecklenburg Utility Department (CMU)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
Name of WWTF Treatment Plant 4b. NC 0024945 F C %a P
IX 4a. Irwin _Cree}dtWastew�ater Tr
O WWTF Permit No.
Lt.5a_ ChM 54. ®Gravity 5c.
Owner of Downstream Sewer Receiving Sewer Size 'El Force Main Permit Number of Downstream Sewer (if known
S. The origin of this wastewater is (check all that apply):
E Residential Subdivision
0 Apartments/Condominiums
❑ Mobile Home Park
0 School
Restaurant
0 Office
0 Car Wash
O Institution
© Hospital
0 Church
0 Nursing Home
0 Other (specify):
Volume of wastewater to be allocated for this particular project
"Do not include previously permitted allocations
If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
o/
Domestic/Commercial
°/a Industrial
Other (specify):
- Rev. 3 04/05

AST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
W
Z
0
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).
\ ingle-Family lots x 190 gpd (Charlotte -Mecklenburg Utilities Single Family) = 1 8 , 4 3 0 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8"
Length (feet)
1567.33
H
ENTER TOTAL LINE LENGTH IN MILES 0.29 68
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Z Location ID
(self chosen - as shown on
plans for cross-reference)
2
0
LL
F-
5
W
0
Gravity or Force Main
(use the pull down menu)
Power Reliability Option
Design Flow; Operational Point (1- dual line feed; 2- permanent generator w1ATS; 3-
(MGD) _ _ GPM @ TDH__ _! portable_generator wltelemetry; 4-wet well storage)
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? I Yes ❑ No E] NIA
Sedimentation and Erosion Control Plan?
®Yes ❑No ❑NIA
Stormwater? ® Yes ❑ No 0 N/A
-14. Does this project involve aerial lines or siphons? Check if yes: 0
TheseJines will.be.wnsideted..hiahotiotity and_must-be_chec[ced once_everv_sixmonths_ T
15. Does this project have gravity sewer lines designed at minimum slopes? 0
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

S`l°-TRACK APPi;ICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
0
z
0
Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(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) 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,
EJ 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 Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
1 Trwin Creek Meck Catawba 11-137-1 C
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certif
ion:
1, Jerry Rigsby, attest that this application for Oneida Subdivision has been reviewed by me and is accurate and
complete to the best of my knowledge. I understand that if all required parts of this application are not completed and
that if all required supporting documentation and attachments are not included, this application package is subject to
being returned as incomplete, 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 o
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,
r''t7,i2
SigninSignatie
Professional Engineers Certification:
I attest that this application for Jeffrey D. McCluskey 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, i further attest that to the best of my knowledge the proposed design has been prepared in accordance with
the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers 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 I have
reviewed this material and have judged it to be consistent wiith 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 $10,000 as
well as civil penalties up to $25, 000 per violation.
2a. Jeffrey D. McCluskey, PE
Professional Engineer Name
2b, Mc2 Engineering, in_c
Engineering Firm
2c. 2110 Ben Crate Dr. Suite 400
Mailing Address
2d. Charlotte
City
2e. NC 2f. 28262
State Zip
2g, 704.510.9797 2h. 704.51©,97 7 2i. Jeff ri mc2eng,eom
Telephone _ .�m e.�._ a v
Facsimile E-mail
Seal, Signature & Date
0210 - Rev, 3 04/OS

Central Files: APS SWP
07/31/07
Permit Number WQ0032027
Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
18430
Facility
Facility Name
Oneida Subdivision
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Owner Type
Oneida -Russo LLC Non -Government
Owner Affiliation
Jerry Rigsby, Manager
1220 S Kings Dr
Charlotte
Dates/Events
NC 28207
trig Issue App Received Draft Initiated
08/01/07 07/20/07
Regulated Activities
Subdivision
Wastewater collection
Outfall NULL
Scheduled
Issuance
Public Notice Issue Effective Expiration
08/01/07 08/01/07
Beauested/Received Events
Additional information received
Additional information requested
Waterbody Name Stream Index Number Current Class Subbasin

CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
May 23, 2007
Mr. Jeff D. McCluskey
Mc2 Engineering, Inc
2110 Ben Craig Drive
Suite 400
Charlotte, NC 28262
StlEJECT. WATER AND SANITARY SEWER FLOW ACCEPTANCE
ONEIDA SUBDIVISION, 2600 ONE1DA ROAD
TAX PARCEL # 045-181-02
C-MU TRACKING# 600-07-591
Dear Mr. McCluskey;
In response to your request, a flow acceptance study of the subject site has been completed and the
following has been determined
Upon completion and acceptance of all necessary sewer lines, Charlotte -Mecklenburg Utilities agrees to
accept the gravity sewage flow of 18,430 gpd 97 reside al townhomes x 190 gpd ) from this project for
transmission to the Irwin Creek Wastewater Tree ment Plant; NPDES permit number NC0024945, for
treatment. This acceptance of flow is based on the existing capacity of the designated publicly owned
treatments works; which is contingent upon final acceptance and issuance of a discharge permit from the
appropriate local, State, or Federal Agency, whichever might have control. Please see attached basin
map.
Upon completion and acceptance of all necessary water mains to serve the subject site, Charlotte -
Mecklenburg Utilities 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, Charlotte -Mecklenburg Utilities cannot guarantee a
constant pressure or quality of flow. This agreement is also contingent upon approval by the Division of
Environment, Health, and Natural Resources.
Charlotte -Mecklenburg Utilities does not expect any of the above conditions 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 Charlotte -Mecklenburg Utilities
system is accepted on a first come, first served basis. If you have any questions, you may contact me
at [phone].
Sincerely,
CHARLOTTE- P ECKLENBURG UTILITIES
ilip S.Uohnson
Customer Service Division, New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutliitles.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

To©one - USGS Derita (NC) North Carolina Topo
Page 1 of 1
0.3 0.4
0.09 0.18 9.27 0.36 0.45 mi
UTM 17 517560E 3904230N (NAD27)
USGS Derlta (NC) Quadrangle
Projection is UTM Zone 17 NAD83 Datum
http://www..topozone.cotn/print.asp iat 5.28286&10n--8OE806 &.s- 24&size--(& 4&1ay... 7/1 /2007

Ntrth.Carolina Secretary of State
Page 1 of 1
CORP
ATIONS
Eaine F. Marshal,
Secretary
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Date: 7/31/2007
Click here to:
View Document Filings I
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Report l
Corporation Names
Name Name Type
NC Oneida -Russo LLC Legal
Limited Liability Company Information
S0SI D: 0853563
Status: Current -Active
Date Formed: 6/26/2006
Citizenship: Domestic
State of Inc.: NC
Duration: Perpetual
Registered Agent
Agent Name: Rigsby, Jerry C
Registered Office Address: c/o Jerry C. Rigsby & Ass(
Drive
Charlotte NC 28207
Registered Mailing Address: c/o Jerry C. Rigsby & Ass(
Drive
Charlotte NC 28207
Principal Office Address:
Principal Mailing Address:
1220 S. Kings dr
Charlotte NC 28207
1220 S. Kings dr
Charlotte NC 28207
For questions or comments about the Secretary of State's web site, please send e-mail to Webrnaster%
h.ttp://www.secreta ate.nc.t s/corporations/Corp.aspx?Piterrl1(1=7998697 7/31./2007

LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: Oneida -Russo LLC
SECRETARY OF STATE R.L.L.P. ID NUMBER: 0853563
NATURE OF BUSINESS: davelopment
E-Filed Annual Report
-1-0-7998697
For year 2008
Do not data enter manually.
STATE OF INCORPORATION: NC
REGISTERED AGENT: Rigsby, Jerry C
REGISTERED OFFICE MAILING ADDRESS: c/o Jeny C. Rigsby & Associates, 1220 S. Kings Drive
Charlotte, NC 28207
REGISTERED OFFICE STREET ADDRESS: c/o Jerry C. Rigsby & Associates, 1220 S. Kings Drive
Charlotte, NC 28207Mecklenburg County
PRINCIPAL OFFICE TELEPHONE NUMBER: 7043724821
PRINCIPAL OFFICE MAILING ADDRESS: 1220 S. Kings dr
Charlotte, NC 28207
PRINCIPAL OFFICE STREET ADDRESS: 1220 S. Kings dr
Charlotte, NC 28207
MANAGERS/MEMBERS/ORGANIZERS:
Name: Jerry Rigsby
Title: Manager
Address:
1220 S. kings dr
Charlotte, NC 28207
CERTIFICATION OF ANNUAL REPORT MUST BE. COMPLETED BY ALL LIMITED LIABILITY COMPANIES
Jerry Rigsby 07/11/2007
FORM MUST BE SIGNED BY A MANAGER/MEMBER DATE
Jerry Rigsby Manager
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

ENGINEERING
Transmittal
:,,. = , '
400
JUL 2 ' - • �'� t
•
�;: r�LAtY S
' Project #: 2006-014
Mc2 Engineering,
2110 Ben
Charlotte,
Phone [phone]
Fax [phone]
[e-mail]
To:
Attention:
Inc.
Craig Dr., Ste.
NC 28262
NCDENR,LyIQWQ
Date: 07/19/07
�,y
�0twFor Your Information
❑ As Requested
610 E Center Ave, Ste 301
Mooresville, NC 28115
/1 For Your Approval
❑ For Your Review
Dee Browder
Project:
Oneida Subdivision
Copies ah
- %, . . 4�
Dated '-
eP „E �' _".
De rlptton 1
.r_..� `..rr;:,s + i" yY , �` r ':: "56 r�->g7� . .. ,
2
7/19/07
Fast -Track Application Gravity Sewers
1
5/10/07
Check #1018 for $400.00 Application Fee
3
7/18/07
Operational Agreement
2
3/12/07
Charlotte -Mecklenburg Utilities Flow Acceptance
1
USGS Quad Sheet
Comments:
Please let me know if any additional information is
needed.
CC:
Dre arnie
Project Designer
P:12006-014 OneidalCorrespondencelTransmittallDWQ-SS.doc

Fast Track Enpineerinq Certification
Permit No, WQ0032027
August 1, 2007
OwnerANQCS WVVTP/VVQCS
Jerry Rigsby, Manager Steve Miller
Oneida -Russo LLC Charlotte Mecklenburg Utilities
1220 South Kings Drive 510 Brookshire Blvd
Charlotte, NC 28207 Charlotte, NC 28216
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
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
rnodifications are required for any changes resultingnon-com liance with this permit, regulations or
minimum design criteria,
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.,
ENGINEER'S CERTIFICATION
LJ Partial Lx Final
Jeff McCluskey as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe a periodically. El weekly, full time) the construction of Oneida
Subdivision, a Mecklenburg County 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 2T; the Division of Water Quality's (Division) Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable, the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials,
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
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

Water R.eseturces
Lowiranmenttl )ualily
As built check list (reference 2T .0300)
Reviewed By: Barry Love
Review Date: 03/20/201.9
Project Name: Oneida Subdivision.
WQ#: WQ0032027
County: Mecklenburg
T) As -built has been signed, sealed, and dated by an N.C. PE
Adequate information related to sewer
Note that per the 2T and MDC, there is a minimum 8" for public gravity or minitrrtrtn 6" for
private gravity, Three (3) feet uninirnt.uu n cover shall be provided for all sewers unless ferrous
material pipe is specified. Manholes shall be installed: at the end of each line, at all changes in
grade, size, or alignment, at all intersections, and at distances not greater than 425 feet, minimum
diameter of manholes shall be 4 feet (48 inches). Yes No 1 N/A
No
R.OY COOPER
V1ICHAEi S. R.I GAN
L.IN©A CU PEPPI R.
Director
3) Adequate information related to pump stations:
Ensure power reliability option is selected (15A NCAC 02T.0305(h)). ( 1 Yes
N/A
Is Project design in accordance with (see section B.13 of ETA 12-12)
1.5A NCAC. 02"T` Gravity Sewer Minimum Design Criteria (latest version), Minimum Design
Criteria for Permitting of Pump Stations and Force Mains (latest version). Yes fl No N/A
f no, a variance approval is required per the requirements of 15A NCAC 02T.0105(b)
Applicant must submit TWO copies of the plans, specifications, and calculations
Contact the Central Office to discuss the variance request to determine a course of action.
The central office will review the variance request, and if approvable, specific language
regarding the variance will be forwarded to the Regional Office reviewer to incorporate into the
permit. A copy of the variance letter (or email correspondence) should be kept with the
application file.
5) Project contains high priority lines (15A NCAC 02T .0402(2))
If Yes, insure that the pe
NCAC 02T.0403 (a)(5)
6) Is the Sewer As -built length within 10% of the fast track applied Length?
(I Original length of pipe --- As built length I / Original length) < 10`Ao.
If no application needs to be modified,
Yes 11' No
ins the necessary condition related to high priority lines 15A
Yes
-.,Ntothirig Cain;. :.
lr�Ba ; 1 nv irommcnt;tl (;luttlrtr l Waicc i ittuicc's ! Watc -Qua16, Roglonal operaoors
No
t loorest'adla.
rta:,sstire1(ii h1ooresOflo,North Crolma2S11i