WQ0032713_Regional Office Historical File Pre 2018

C) W PA -
A rFRQ Michael F. Easley, Governor
G
William G. Ross Jr., Secretary
`t North Carolina Department of Environment and Natural Resources
Y
Coleen H. Sullins, Director
Division of Water Quality
February 13, 2007
Mr. Stacy Lemay, Pastor/President
Champion Christian Center, Inc.
PO Box 691533
Charlotte, NC 28227
Subject: Permit No. WQ0032713
Champion Christian Center
Wastewater Collection System Extension
CMU Tracking #600-07-713
Mecklenburg County, North Carolina
Dear Mr. Lemay,
In accordance with your application received on February 1, 2008, we are forwarding herewith
Permit No. WQ0032713, dated February 13, 2008, to Champion Christian Center Inc. 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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: wwu.ncmwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
Nol
`hCaro ina
Naturally

PIVV
Mr. Lemay
Page 2
February i 3, 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 240 linear feet of 6-inch gravity sewer and
the discharge of 1,600 gallons per day of collected domestic wastewater into the Charlotte Mecklenburg
Utilities existing sewerage system, pursuant to the application received February 1, 2008, 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 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.
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 utilize
whatever tracking tools necessary for planning additions of sewer flow in order to maintain compliance
with the WWTP permitted limits.
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 150E 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,
/ If i
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 McCluskey, Mc2 Engineering, Inc.
Surface Water Protection Central Files
Tom Asenzo, 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 yvater 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.
1

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
(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 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 13th day of February, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032713
3

Pry -
Fast Track Engineering Certification
Permit No. WQ0032713
February 13, 2008
Owner/WQCS
Stacey Lemay-Pastor/President
Champion Christian Cen6ter, Inc.
PO Box 691533
Charlotte, NC 28227
PE
Jeffrey McCluskey
Mc2 Engineering, Inc.
2110 Ben Craig Dr., Suite 400
Charlotte, NC 28262
WQCSNWVTP
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 Champion Christian Center, 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.

NORTH CAROLINA
COUNTY OF l ieckle,nburg
I)EV.EL()P
RATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 OD and entered into this 2nd
January 2008 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Champion Christian Ce.ttter, Inc. , a corporation/general partnership registered/licensed to do business in the
State of North Carolina, here after known as the DEVELOPER.
WITNESSETH.:.
l . The DEVELOPER its the owner of the certain lands
upon which it is erecting and will erect dwelling uni
known as Champion Christian Center
Development).
?. The DEVELOPER desires,
works, and/or disposal t#acilit
tlae Development on said lands,
3. The DEVELOPER has applied to the COMMISSION for the
215.1 to construct., maintain, and operate the Disposal .System..
4. The DEVELOPER has created or shall create unit ownership in said dw
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaratac
47C or 47F of the North Carolina. General Statutes.
The DEVELOPER has caused. to be formed or will cause, to be formed at the time
Declaration, the Champion C"hristian Center, Inc
Association), a non --profit corporation organted and existing under and by the virtue of the la of the
State of North Carolina, for the purpose, among others, of
the Development; of operating, maintaining, re.-constrtrctirrg 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.
ta. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accorrd.ance with law and permit prow=;isic r.s in order to protect the
quality of the wvaters of the State and the public interest. therein.
NOW, -THEREFORE, I -ORE, in consideration. of the promises and the benefits to be derived by
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 ltaw.
The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
c�n has been completed in accordance with the permit and approved plans, and the staff of
�onstrttc.,tr
the Divrst rn 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 Bylawws and Declaration,.
ng
and o
day of
Mecklenburg County",
r improvements, said development to be
(hereinafter the
,water collection system ' ith pumps, wastewater t
-einafter I)i.sposal System) to provide sanitary sewage disposa.
The DEVELOPER shall not transfer, convey, a
for the operation and nraitatenctracc of its Disposal Sys
DEVELOPER.`s successor.
-e of a permit pursuant to G.
attnent
to serve
143-
other in rprovements
pursuant to Chapter
ng of the
filing the property, affairs and business of
h of the
otherwise relinquish or release it.s responsibility
permit has been r°c:.issued to the

DEVELOPER shall provide in the Declaration and Association Hylaws that the Disposal System and
appurtenances thereto are part of the conmmun elements and shall thereafter he properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
nmaintenance 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.
The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal Systenm. 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.
the event the common expense allocltion and separate fund are not adequate for the construction,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
-:iai assessments to cover such. necessary costs. There shall be no limit on the amount of such
sments, and the Declaration and B)•laws shall provide that such special assessments can he made as
necessary at any time.
It a w-tstewater° colleeti ern sy tenor fuel wastewarei treatment and/or dispersal fac..ility pre vicled by any city,
village, county, water and sewer authorities, or other unit of gerverntmment shall hereinafter become
hle to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
mnd, future wastewater of the 1)evelopnment to be accepted and discharged into said governmental
d shall convey or transfer as much of the Disposal System and such necessary easements as the
govemmenta 1 unit may require as condition of accepting the Development's wastewater.
Recogni;
Auld be contrary to the public interest and to the public health, safety and welfare for
the Association tc 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.
). 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 C'()MMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall he filed at the Register cmf Deeds in the Countyties) 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.
N WETNESS WHEREOF, flits agreermme
represetmtat:ive of the parties hereto on the day and yea
FOR THE ENV I;RONMEN1 AL
MANAGEMENT COMMISSION
P,_F;., Director
ality
(:Date;;
duly authorized
d in duplicate c rig
eom its indicated by each cart` the parties named below:
By:
(Signature)

porr7,T-TRACK APP
CATION for GRAM"" S
RS, P14TP STATICtlNS, AND FORCE MAINS
PAGE 3
USE THE TAB KEY TO
Owner:
OVE FROM FIELD TO FIELD!
HOA, utility, etc:)
Application Number:
(to be completed by DWQ)
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b)
ic. The legal entity who will own this system is:
0 Individual LI Federal 0 Municipality 0 State/
© 1 d 14-
Mailing Address
2
ih
2.
2a.
Project ('Facility)
Facsimile
ation.:
Brief Project Name (perrto this name
3. Contact Person:
3a. Jeff McCloskey — Project Civil Enctineer
Name and Affiliation of Someone Who
3b. (704) 51 OE 9797 ..._ .._._
Phone Number
horized signing offic
ounty 0 Private Partnership Corporation 0 Other (specify):
City
Zip Code
Project is New 0 Modification (of an existing permi
E-mail
If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line sizellergth, 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))
2a. If private, applicant will be.
Private (go to Item 2(a))
2b. It sold, feel! ties owned by a (mus
Retaining Ownership (Le, store, church, single office, etc.) or 0 Public Utility (Instruction III)
0 Leasing units (lots, townhomes, etc. - skip to Item B(3)) 0 Homeowner Assoc./Developer (Instructs
0 Selling units (lots, townhomes, etc. - go to Item 8(2b))
Charlotte-Mecklenburtt Utilities (CMUD
Owner of
4a McAlpine Creek
0 Name of WWTF
U. 5a, CMUD 5b Gravity 5c
Z Owner of Downstream Sewer Receiving Sewer Size ;0 Force Main E Permit Number of Downs
IV
ewater Treatment Facility (WWTF) Treating Wastewater From This Project
4b. NC 0024970 .... A.
WWTF Permit No.
The origin of this wastewater is (check all that apply):
0 Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
0 School
0 Restaurant
0 Office
Volume of wastewater
0 Car Wash
El Institution
0 Hospital
Church
0 Nursing Hot
0 Other (spec
e
fy):
to be allocated for this particular project:
*Do not include previously permitted allocations
If the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted in subsequent per
0 Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
ea m Sewer
100 I Domestic/Commercial
% Industrial
% Other (specify):
1,tt GPD gallons per day
onnect to this line
Amrn1 -.

'T-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
W
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Qplans
n
of
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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(I)(3).
320 seats X 5gpd/seat = 1,600
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force Main
(use the pull down menu)
s
a7o:aa
Grp_ avii
I
f_
•
ENTER TOTAL LINE LENGTH IN MILES
0.045
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on
for cross-reference)
Design Flow
(MGD)
Operational Point
GPM @ TDH
Power Reliability Option
(1- dual line feed; 2- permanent generator w/ATS; 3-
portable generator w/telemelry; 4-wet well storage)
r
.12. Does the sewer system comply
Mains (latest version), the
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 2H .0200 as applicable?
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
® Yes ■ No If no, please
variance
PERTINENT
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
• Yes • No 0 N/A
►X1 Yes • No • N/A
ii Yes ! No ■ N/A
14. Does this project involve aerial lines or siphons?
These lines wilLbe_considered_biah.orioritLandmust_be_checked
15. Does this project have gravity sewer lines designed
Be aware that the Division will not accept installed lines more
corrected prior to submitting the final engineering certification..
Check if yes: •
once.everu_siixmonths
at minimum slopes? ■
than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
PTA f171f13 - RPv 4 04lfiS

ST-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
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:
0 A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
0 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)
,1a,
Name of
Waterbody
Walker Branch
County
Mecklenburg
Waterbody Stream Waterbody
River Basin Index Classification
Catawba
11-137-10-1
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
C
I, Stacey Lemay , attest that this application for l�pI r r t has been reviewed by me
and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of this application are
not completed and that if all required supporting documentation and attachments are not included, this application
package is subject to being retumed as incomplete. 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
appli"cats shall be • uilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil
penaltiep tor$25 t200 per violation.
igning 0
Professional Engineer's Crtification:
Date
I attest that this applicati.+ forte has been reviewed by me and is accurate, complete and
consistent with the info Lion 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 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'
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. McCluskey
Professional Engineer Name
Engineering inc,
Engineering Firm
2c. 2110 Ben Craig Drive, Ste. 400
Mailing Address
2d. Charlotte
City
2g. [phone] 2 h. 704 510-9787
Telephone Facsi
2e. NC 2f. 28262
State Zip
2i. [e-mail]
E-mail
Seal, Signature Date
FTA n7i01 _

Permit Number WQ0032713
Central Files: APS SWP
02/12/08
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
1600
Facility
Facility Name
Champion Christian Center
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Champion Christian Center
DateslEvents
Owner Type
Non -Government
Owner Affiliation
Stacy Lemay, Pastor
PO Sox 691533
Charlotte
NC 28227
Orig Issue App Received Draft Initiated Scheduled Public Notice Issue
Issuance
02/13/08 02/01/08 02/13/08 02/13/08
Effective Expiration
Regulated Activities Requested/Received Events
Church Additional information requested
Wastewater collection Additional information received
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

•
CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
December 27, 2007
Mr. Drew Farnie
Mc2 Engineering
2110 Ben Craig Drive
Suite 400
Charlotte, NC 28262
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
CHAMPION CHRISTIAN CENTER
TAX PARCEL# 219-124-03
C-MU TRACKING# 600-07-713
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 1,600 gallons per day (320
seat church x 5 gpolseat) 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.
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 WaterSupply
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]

TopoZone - USGS Lake Wylie (SC,NC) Topo Map
Page 1 of 1
0 0.0 0.18 0.27 0.36 0.45 mi
UTM 17 499913E 3883691N (NAD27)
USGS Lake Wylie (SC,NC) Quadrangle
Projection is UTM Zone 17 NAD83 Datum
http://www.topozone.corlprint.Lisp?lat=35.O978 .1on=-81.00O95&s=24&size=1&.u=4&lay... 12/7/2O07

( Stream Description Curr. Class pate Basin Stream Index #
Steele Creek
Polk Ditch
Blank
Bran°
From 1a 9
Car01.:.1°a.
Carolina
h
cc to Steele
From source to Walker
Branch
p Prom source to North
Carolina -South
Carolina State Line
Clerns Branch
Taggart Creek
(Tagg'ar'd Creek)
From source to North
Carc.lirua-South.
Carolina State Line
Greenwood Lake Entire 1e.ke and
connecting Stream to
Sugar Creek
Coffey Creek Fr
Cr
Whippoorwhill Entire.ke and
Lake connect ir7g str:e
Coffey Creek
?;r..anch
Lake,
Lake)
Eagle Branch
Maynard 1Jake
Moody Lake
Johnson Lake
9prett Lake
Kings Branch
Little Sugar
Creek
Dairy Branch
Fax ier Cs+aek
Edwards Branch
From source to Dam at
Eagle. Lake;
From Dan; et :tagl.e. Cake
:n Coffey Crew
Entire lake and.
connectcng .stream to
Coffey Creek
Entire lake and
Connecting stream to
Coffey Creek.
Entire lake and
connecting stream to
7catfe,y* Creek
Entire lake and
+'iI Ctir'1g SCream L
Sugar Creek
From source to Sugar
Creek
h,
From acuree to Little
Sugar Creek
sugar Creek
09/01/74 Catawba 11-1.37-10
09/01/74 Catawba IS.-17-10-1
09/01/74 Catawltts 11-137-10-1-1
09/0:1/74 Catawba 11.-1.37-10-2
09/01/74 Catawba
09/01/74 Catawba 11-137-2
09/01/74 Catawba 11-137-3
09/01./74 Catawba 11-137-4
09/01/74 Catawba 11--137-4-1.
03/01/62 Catawba 11-137-4-2-(1)
09/01 '74 Catawba 11-13'T--4-2-(?)
O9,01/?4 Catawba 11-137-4-3
09/01/74 Ca,;awba 11-137-4-4
09/01/74 Catawba 11-137-4-5
09/01,/74 Catawba 11-137-5
09/01/74 Catawba 11-137-6
09/01/74 Catawba
09/01./74 Catawba 11.-137-S
09/0?/74 Catawba. 11-137-8-1
08/01,/85 Catawba 11-1.37-8-2
03/01/77 Catawba 11-137-8-2-1
Page 4 of 6

North Carolina Secretary of State
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=78...
CORPORATIONS
North Carolina
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Secretary SECRETARY OF S T'AM
PO Box 29622 Raleigh, NC 27626-0622 (919)807-.'
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Date: 2/5/2008
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Corporation Names
Name
NC Champion
Christian Center, Legal
Inc.
Name Type
Non -Profit Corporation Information
SOSID: 0806352
Status: Current -Active
Date Formed: 10/6/2005
Citizenship: Domestic
State of Inc.: NC
Duration: Perpetual
Registered Agent
Agent Name:
Registered
Office Address:
Registered
Mailing
Address:
Principal Office
Address:
Principal
Mailing
Address:
Lemay, Stacy A.
2618 Albatross Lane
Stallings NC 28104
PO Box 691533
Charlotte NC 28227
2618 Albatross Lane
Stallings NC 28104
PO Box 691533
Charlotte NC 28227
I oft
2/5/2008 8:45 AM

North Carolina Secretary of State
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7/517Mft R•45 AM

ENGINEERING
Transmittal
Mc2 Engineering, Inc.
2110 Ben Craig Dr., Ste. 400
Charlotte, NC 28262
Phone [phone]
Fax [phone]
[e-mail]
To: NCDENR - DWQ
Project #: 2007-037
Date: 1/28/08
610 E Center Ave, Ste 301 P
Mooresville, NC 28115
Attention: Dee Browder
For Your Infonmtson
As Requested
For Your Approval
For Your Review
Project: Champion Christian Center
2/18/07
Fast -Track Application Gravity Sewers
2/17/07
Check #46
480.00 Application Fee
12/17/07
Operational Agreement
CMUD Flow Acceptance
USGS Quad Sheet m_
RIMS Report
Comments: Please let me know if any additional information is
needed.
CC:
Drew Fie
Project Designer
DWQ-Surfac Water Prot c ion
P:12007-037 Champion Christian. Center\Correspondence\Transmit_tai12007-037 ➢DWQ-
SS 012808.doc