WQ0032987_Regional Office Historical File Pre 2018

Q Michael F. Easley, Governor
G
rWilliam G. Ross Jr„ Secretary
'i North Carolina Department of Environment and Natural Resources
-C
Mr. William J. Schell, Administrator
Steele Creek Church of Charlotte
1929 West Arrowood Road
Charlotte, NC 28217
Coleen H. Sullins, Director
Division of Water Quality
May 13, 2008
Subject: Permit No. WQ0032987
Steele Creek Church of Charlotte -
Expansion
Tax Parcel #203-011-04
C-MU Tracking # 600-087-565
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr: Schell,
In accordance with your application received on April 24, 2008, we are forwarding herewith
Permit No. WQ0032987, dated May 13, 2008, to Steele Creek Church of Charlotte 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the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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. !t 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'b'oard.
N"o°�` hCarolina
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 0pportunitylAffirmative Action Employer — 50% Recycledlto% Post Consumer Paper

Mr. Schell
Page 2
May 13, 2008
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 843 linear feet of 6-inch gravity sewer and
the discharge of 12,315 gallons per day of collected domestic wastewater into the Charlotte
Mecklenburg Utilities existing sewerage system 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 (McAlpine Creek NPDES No. NC0024970) prior to being discharged into
the receiving stream.
:Assessing subsequent impacts to the downstream collection system and treatment facility is
the complete responsibility of Charlotte Mecklenburg Utilities. Charlotte Mecklenburg='Utilities • must
i:itilize-whatever tracking tools necessary for planning additions of sewer flow in' order to maintain
compliance with the WWTP permitted limits and the WQCS00001 permit requirements.
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,
;1721 4 /4---
for Coleen H. Sullins
cc: Mecklenburg County Land Use and Environmental Services Agency (LUESA)
Steve Miller, CMU
Philip Edward, Mecklenburg County
Mooresville Regional Office, Collection System Permit File
Jeffrey McCluskley, 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 rnaterials 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,standardOn
15A NCAC 2L .0?00 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 §143-215.1 C.
1

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
(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 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 fife 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 II 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 13th day of May, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032987
3

Fr.
Fast Track Engineering Certification
Permit No. WQ0032987
May 13, 2008
OwnerNVQCS PE
William Schell, Administrator Jeffrey McCluskey
Steele Creek Church of Charlotte Mc2 Engineering, Inc.
1929 West Arrowood Road 2110 Ben Craig Dr., Suite 400
Charlotte, NC 28217 Charlotte, NC 28262
WQCSIWWTP
Steven Miller
Charlotte Mecklenburg Utilities
5100 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
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of Steele Creek Church of Charlotte -
Expansion, 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.
ti

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
OwnerfPermittee:
la. Steele Creek Church of Charlotte
Full Legal(company,
g Name municipali, HOA, utility, etc.)
lb .... I II tt� �C �. �.. ,1 f 1/ti►'ki 1/45a, f b
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
The legal entity who will own this system is:
ElIndividual 0 Federal ❑ Municipality ❑ State/County ❑ Private Partnership ❑ Corporation Other (specify): Church
Application Number:
(to be completed by DWQ)
ld, 1929 West Arrowood Road
Mailing Address
NC
State
1 h, [phone]
Telephone
[phone]
Facsimile
Project (Faciilit rinformation:
2a, Steele Creek Church of Charlotte -Expansion 2b. Mecklen_burg
Brief Project Name (permit will refer to this name)
Contact Person:
3a, Jeff McCluskey-- Project Civil Engineer
Name and Affiliation of Someone Who Can Answer Ouestiions About this Application
le Charlotte
City
l g. 28217
Zip Code
E-mail
3b. (7041510-9797
Phone Number
Project is New
an existing permit)
2. Owner is 0 Public (skip to Item B(3))
ounty Where Project is
3c. Jeff @mc2e12g.com
E-mail
edification, Permit No..
Private (go to item 2(a))
2a, It private, applicant will be:
® Retaining Ownership (Le, store, church, single office, etc.) or
LI Leasing units (lots. townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc, - go to Item B(2b))
Charlotte -Mecklenburg Utilities Department
2b,
sold, facil`rtie
owned by a (must choose one)
❑ Public Utility (Instruction C)
0 Homeowner Assoc/Developer (instruction D)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. McA p ne Creek
Name of WWTF
5a. CMU i5b. 8'° Gravity
Owner of Downstream Sewer Recetiving Sewer Size ❑ Force Main
The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
El Apartments/Condominiums
Mobile Home Park
❑ School
0 Restaurant
0 Office
4b. NC0024970
WWTF Permit No.
Permit # of Downstream Sewer (Instruction E)
Ej Retail (Stores, shopping centers)
❑ Institution
Lj Hospital
Church
Ej Nursing Home
❑ Other (specify):_..
Volume of wastewater to be allocated or permitted for this particular project:
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
❑D Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit No.
Ej Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
°%© Other (specify):
2„ t1 a gallons per day
FTA 12/07 ver2

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9. Provide the wastewater flow calculations used
the value in Item B(7) AND/OR the design flow
in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
for line or pump station sizing if a reduced or zero flow is being requested in
2T .0114 (b) and (c) must be supported with actual water or wastewater use
(f).
x 120 gpd/1,000 ft2 = 12,315 gpd
Item B(7). Values other than that in 15A NCAC
data in accordance with 15A NCAC 2T .0114
2,500 occupants x 3 gpd + 40,128 ft2 buildings
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
New Gravity or Additional
Length (feet)
Force Main
6" _-_
842.76
G
T
Summary of Pump Stations
w/ associated
necessary)
Force Mains to be Permitted (attach additional sheets as
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow -1
(MGD)
1
Operational Point
GPM @TDH
t
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
Pump Station Location ID (self chosen - as shown on plans/map for reference)
i Design Flow
I (MGD)
;
3 Power Reliability Option
Operational Pointe
GPM @TDH i 1 - permanent generator w/ATS;
; 2 - portable generator w/MTS
Force Main Size
Force Main Length
I I----
1
;ram
__ . __ -.'-
Pump Station Location ID (self chosen - as shown on plans/map for reference)
(
Design Flow E Power Reliability Option •
Operational Point
(MGD) GPM @TDN i 1 - permanent generator w1ATS; Force Main Size
l 2 - portable generator w/MTS
I
Force Main Length
1
12. Will the wastewater flow
in the proposed sewer
number of 2°d treatment
contact the Central
lines or pump stations be able to be directed to another
facility
treatment facility?
• Yes ►/ No If Yes, permit
(RO — if "yes" to B,12 please
Office PERCS Unit)
13. Does the sewer system
Mains (latest version), the
applicable?
comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
please reference the pertinent minimum design criteria or regulation and indicate why a
is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
TO THE VARIANCE WITH YOUR APPLICATION
►i Yes • No If No,
variance
PERTINENT
FTA 12/07_ver2

ppirplp.
14. Have the following pen-nits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? © Yes 0 No N/A
Sedimentation and Erosion Control Plan?
Stormwater?
Yes D No
Yes 0 No
© N/A
0 N/A
Does this project include any high priority fines, [see 15A NCAC 02T .0402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority an must be checked once every six months
Check if Yes: El and provide details
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1. CLL'', a fit„++, . " STeAc ttest that this application for Steele Creek Church of Charlotte 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 143-215,6B, 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, 00
as well as civil penalties up to $25,000 per violation,
la,
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRiOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY;
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Z
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Nam
)
effrev D. McCluskey N _, attest that this application for Steele Creek Church of Charlotte has been reviewed by
nd is accurate, complete and consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge, 1 further attest that to the best of my knowledge the proposed
design has been prepared in accordance with the applicable 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 I, 2000 and the watershed classification in accordance with Division guidance.
Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with 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. McCloskey, PE
Professional Engineer Name
2b. Mc2 Engineering, Inc
Engineering Firm
2c, 2110 Ben Craig Dr., Suite 400
Mailing Address
2d. Charlotte
City
2g. 704.510.9797 2h, 704,5 0.9787
Telephone
Facsimile
NC 2f, 28262
State Zip
Jeff Q mc2eng.com
E-mail
FT'A 12/07 =erg

OF NORTH CAROLINA
UNTY OF Mecklenburg Permit No.
HOME/PROPERTY OWNERS' OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this 18th day of
March 2008 , by and between the North Carolina Environmental
Management Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION;
and Steele Creek Church of Charlotte , 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.
WITNESSETH:
1. The ASSOCIATION was formed for the purpose, among others, of handling the property, affairs and
business of the development known as Steele Creek Church of Charlotte (hereinafter the
Development); of operating, maintaining, 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 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.
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
FORM: HOA 02/03 Page 1 of 2

ailable 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 fund allocated for the
facility and 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.
S. The agreements set forth in numbered paragraphs 1, 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 Steele Creek Church of Charlotte
MANAGEMENT COMMISSION
Coleen H. Sullins, Director
Division of Water Quality
Name of ASSOCIATION
(Signature)
Gc/da/14 -sae// do dh7, n, $
Print Name and Title
«434,
(Date) (Date)
FORM: HOA 02/03 Page 2 of 2
/I

ENGINEERING
Transmittal
Mc2 Engineering, Inc.
2110 Ben Craig Dr., Ste. 400
Charlotte, NC 28262
Phone [phone]
Fax [phone]
[e-mail]
To: NCDENR - DWQ
610 E Center Ave, Ste 301
Mooresville, NC 28115
Attention: Dee Browder
[phone]
Project #: 2007-020
Date: 04/23/08
0
Project: Steele Creek Church of Charlotte
2
For Your Information
As Requested
For Your Approval
For Your Review
03/18/08 Fast -Track App. Gravity Sewers (Form FTA
2107 ver2
03/`l0/08 480,00 Application Fee
03/18/08
Operational Agreement (Form HOA 02/0
04/15/08 Charlotte -Mecklenburg Utilities Flow Acceptance
04/18/08 Flow Tracking/Acceptance (Form FTSE-10/07
USGS Quad Shee
Watershed Classification (Form WSCAS-12/07)
Comments: Please let me know if any additional info
needed.
CC:
J. E. "Jay" McGuire;
Senior Civil Designer
urface Water Prod ion
P:\2007-02() St:eelr. t peek, C:h1Coraespas clenee\Transmil,ta&' U "Q-SS-04-23-O8.doe

sr,
to,;;.444 ; Alti £J •„; ;

Central Files: APS SWP
05/12/08
Permit Number WQ0032987
Permit Tracking Slip
.Program Category Status Project Type
Non -discharge In review New Project
`.1` 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
12315
Facility
„Facility Name
`Steele Creek Church of Charlotte - Expansion
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Steele Creek Church of Charlotte Non -Government
Owner Affiliation
William Schell
1929 Arrowood Rd
Charlotte
Dates/Events
NC 28217
Orig Issue App Received Draft Initiated
05/13/08 04/24/08
Scheduled
Issuance
Public Notice Issue
Effective
05/13/08 05/13/08
Regulated Activities. Re ' nested/Received Events
Church Additional information requested
Wastewater collection Additional information received
Outfall NULL
Expiration
Waterbody Name
Stream Index Number Current Class Subbasin

CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
April 15, 2008
Mr. Jeff McCluskey
Mc2 Engineering, Inc.
2110 Ben Craig Drive
Suite 400
Charlotte, NC 28262
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
STEELE CREEK CHURCH OF CHARLOTTE
TAX PARCEL# 203-011-04
C-MU TRACKING #600-087-565
In response to your request, a flow acceptance study of the subject site has been completed and the
following has been determined:
Charlotte -Mecklenburg Utilities agrees to accept the gravity sewage flow of 12,315 gallons per day (2500
seat church x 3 gpolseat; 40,128 ft2 church buildings x 120 gpd11,000ft2) from this project for transmission
to the McAlpine Creek Wastewater Treatment Plant; NPDES permit number NC0024970, for treatment.
This acceptance of flow is based on the existing capacity of the designated publicly owned treatments
works. Please see attached basin map and flow tracking form.
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.
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.
The applicant should understand that this letter is not authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. If the appropriate
authorization to construct permits are not obtained and construction has not started within one (1) year of
issuance of this flow acceptance, this flow acceptance approval shall be rescinded and a new flow
acceptance request must be made. If you have any questions, you may contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

rP
�OF W A TF9
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: Mc2 Engineering, Inc.
Project Name for which flow is being requested: Steele Creek Church of Charlotte
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek WWTP
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
c_ WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
99.0
13.12
66.8
0.0123
79.98
80.8's
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
1I1. ertificatio Statement:
1, et-r\ry he 0 r +' , 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
acceptace of this le,ater flow.
Signing Ofcia`1 Signature Date

•
CHARLOTTE-MECKLENBURG
UTILITIES
April 15, 2008
Mr. Jeff McCluskey
Mc2 Engineering, Inc.
2110 Ben Craig Drive
Suite 400
Charlotte, NC 28262
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
STEELE CREEK CHURCH OF CHARLOTTE
TAX PARCEL# 203-011-04
C-MU TRACKING #600-087-565
In response to your request, a flow acceptance study of the subject site has been completed and the
following has been determined:
Charlotte -Mecklenburg Utilities agrees to accept the gravity sewage flow of 12,315 gallons per day (2500
seat church x 3 gpd/seat; 40,128 ft2 church buildings x 120 gpd11,000ft2) from this project for transmission
to the McAlpine Creek Wastewater Treatment Plant; NPDES perrnit number NC0024970, for treatment.
This acceptance of flow is based on the existing capacity of the designated publicly owned treatments
works. Please see attached basin map and flow tracking form.
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.
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.
The applicant should understand that this letter is not authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. If the appropriate
authorization to construct permits are not obtained and construction has not started within one (1) year of
issuance of this flow acceptance, this flow acceptance approval shall be rescinded and a new flow
acceptance request must be made. If you have any questions, you may contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

r,GF WA7R
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project Applicant Name: Mc2 Engineering, Inc.
Project Name for which flow is being requested: Steele Creek Church of Charlotte
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek teitrITP
b. WWTP Facility Permit#: NCO 024970, NC0024945, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
99.0
13.12
66.8
0.0123
79.98
80.8.%
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
III. Certificatio Statement:
1, a,rrr ke u r i , 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
accepts ce of this wa to ater flow.
Signing Ofcia Signature Date

TopoZ ,ne - Trinity Church, USGS Charlotte West (NC) Topo Map Page 1 of 1
0 0.09 0.18 0.27 4. 6 0.45 mi
UTM 17 507002E 3889018N (NAD83/WGS84)
Trinity Church, USGS Charlotte West (NC) Quadrangle
Projection is UTM Zone 17 NAD83 Datum
http://www.topozone.corn/print.asp?lat=35.1440_3clon=-80.92313cs=24&u=4&&layer=DRG&datum=nad... 3/20/2008

North Carolina Secretary of State
Page 1of1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh. NC 27626-0622 [phone]
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Date: 4/29/2008
Click here to:
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Corporation Names
Name Name Type
NC STEELE CREEK Legal
CHURCH OF CHARLOTTE
Non -Profit Corporation Information
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0388285
Current -Active
2/9/1996
Domestic
NC
Perpetual
Agent Name: Poole, Bob M
Registered Office 11101 Nations Ford Rd
Address: Charlotte NC 28241
Registered Mailing PO Box 7787
Address: Charlotte NC 28241
Principal Office Address: No Address
Principal Mailing 4929 Sandy Porter Rd
Address: (mecklenburg County)
Charlotte NC 28217
For questions or comments about the Secretary of State's web site, please send a -mall to Webmaster.
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=4751024 4/29/2008

FR
QG
7
y
my.
August 7, 2008
Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
CoIeen Sullins, Director
Division of Water Quality
Steele Creek Church of Charlotte
1929 West Arrowood Road
Charlotte, North Carolina 28217
Attn: William Schell, Administrator
SUBJECT: Steel Creek Church of Charlotte - Expansion
Permit No. WQ0032987
Wastewater Collection System Extension
Final Engineering Certification
Dear Permittee:
The Division received a final engineering certification for the subject project on August 1, 2Q08,"4:_``
full review of the certification materials may or may not be conducted. It is assumed that -receipt -of
this certification indicates compliance with all regulations, design criteria and the permit. Please be
reminded that the Permittee is responsible for keeping a copy of the final record drawings for the
life of the project. If you have not received a copy, please contact your consultant immediately to
obtain acopy.
You are receiving this letter because the Division has you listed as the responsible party. If this
permitted system is no longer owned by you, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be downloaded from
http://h2o.enr.state.nc.us/ndpu/ndpuapps.html#Sewer.
If you have any questions concerning this document or the completion of Form PNOCF-S (if
necessary), please contact Ms. Dee Browder at the letterhead address or via E-mail at
[e-mail].
Sincerely;
, L n .411 --&u--6(c)'
b) Robert Krebs
Surface.Water Protection Regional Supervisor
Enclosure
Cc: Jeffrey McCluskey, Mc2 Engineering
Steve Miller, CMU
Surface Water Protection Section Central Files (certification page only)
One
NhCarolina
haturallf
Pretreatment, Emergency Response and Colledion Systems Unit Internet htlpJ/h2o.enr.nc.state.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

rack Engineering
mit No W00032987
ay 13, 2008
OwnerNVQCS
William Schell, Administrator
Steele Creek Church of Charlotte
1929 West Arrowood Road
Charlotte, NC 28217
ice ion
PE
Jeffrey McCluskey
Mc2 Engineering, Inc,
2110 Ben Craig Dr., Suite 400
Charlotte, NC 28262
WOGS P
Steven Miller
Charlotte Mecklenburg Utilities
5100 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 coIPecton
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 an han es resu in non -co lance with thisrmit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineers Certification and ail
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
7 Partial [2Final
ce. as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (Z pedodically, rj weekly, 0 full time) the construction of Steele Creek Church of Charlotte -
Expansion, 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 Purnp 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,

Transmittal
N1c2 Engineering, Inc.
2110 Ben Craig Dr., Ste. 400
Charlotte, NC 28262
Phone [phone]
Fax [phone]
[e-mail]
To: NCDENR - DWQ
610 E Center Ave, Ste 80
esville, NC 28115
Attention: Dee Browder
Project:
704.663.1699
Project #: 2007-020
Date:
I
Steele Creek Church,._. Sanitary
8/ 1 /08
For Your Information
As Requested
For Your Approval.
For Your Review
ification
Engineer's Certification
Record Drawing
Comments: Please let me know if any additional information is
needed.
CC:
P 2007-020 Steele Creek C'h\Corry; sponderice\Transmi al\DWQ-C rtiftieation.doc