WQ0024279_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr„ Secretary
North Carolina Department of Environment and Natural Resources
Alan W.W Klimek, P.E. Director
Division of Water Quality
August 25, 2004
Reverend James Milton, Pastor
Pleasant Grove AME Zion Church
Post Office Box 217066
Charlotte, North Carolina 28221
Subject: Permit No. WQ0024279
Pleasant Grove AME Zion Church
Pleasant Grove Private Service
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Reverend Milton:
In accordance with your application received on August 18, 2004, we are forwarding herewith
Permit No. WQ0024279, dated August 25, 2004, to Pleasant Grove AME Zion Church 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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 2H .0227 or any
individual system -wide collection system permit issued to the Perrnittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1)15A NCAC 2H .0200; 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 919 North Main Street Mooresville, NC 28115
Internet: h2o.enr state,nc.us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper
Phone: [phone] Fax: [phone]
NorthCarolina
dtkrally

Reverend James Milton
Page 2
August 25, 2004
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to Pleasant Grove AME Zion Church for the construction and operation of approximately 70
linear feet of 6-inch gravity sewer to serve a 240 seat church as part of the Pleasant Grove Private
Service project, and the discharge of 205 gallons per day of collected domestic wastewater into the City
of Concord's existing sewerage system, pursuant to the application received August 18, 2004, and in
conformity with 15A NCAC 2H .0200; 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 systemshall be treated in the Water and Sewer
Authority of Cabarrus County's (WSACC) Rocky River WWTP (NPDES No. NC0036269) prior to being
discharged into the receiving stream.
This permit shall become voidable unless the agreement between Pleasant Grove AME Zion
Church, the City of Concord and WSACC for the collection and final treatment of wastewater is in full
force and effect,
If any parts, requirements, or mitations 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 Sonja Williams at (704)
663-1699.
Sincerely,
Z.), 7?--
for Alan W. Klimek, P.E.
cc: Cabarrus County Health Department
Mooresville Regional Office, Water Quality Section (VVWTF Permit No., NC0036269)
Robert Tripp, IV, Concord Engineering & Surveying, Inc.
Water Quality Central Files
NDPU Files

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 2H .0200; 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.
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
The wastewater collection facilities shall be properly maintained and operated at ail 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 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
0227:
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,
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,
Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; 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 Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed, A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings, and one copy of the supporting design calculations to the North Carolina Department of
Environment and Natural Resources, Water Quality, 919 North Main Street, Mooresville, N.C.
28115.
A copy of the construction record drawings shall be maintained on file by the Permtttee for the life
of the wastewater collection facilities.
Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H 0200; 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.
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 (919) 733-
3300. Persons reporting any of the above occurrences shall file a spill report by completing Part
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 25th day of August, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
tar Alan W. Klimek,',E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQQ0024279

Fast Track Enqneerinq Certification
Permit No, WQ0024279
August 25, 2004
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 re uired for flyphan es resultin in non-com Fiance with thispermtregations 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
El Partial J Final
as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (LI periodically, LJ weekly, E full time) the construction of the Pleasant Grove
Private Service, Cabarrus 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 2H .0200; 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 Engineers
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
919 N. MAIN STREET
MOORESVILLE NC 28115
ATTN: DEE BROWDER
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,

!RACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ) W6100 2 4 -2:7
1. Owner:
la. Pleasant Grove AME Zion Church
Full Legalhiame (company, municipality, HOA, utility, etc.)
z ib, Rev, James Milton
O Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
lc. The legal entity who will own this system is.
0 Individual 0 Federal 0 Municipality Ej State/County 0 Private Partnership 0 Corporation
CC id. PO Box 217066
0 Street Address
LL
Z if. NC
z State
O 1h. 704-547-0531
Telephone Facsimile
Project (Facility) Information:
le. Charlotte
City
1 g. 28221
Zip Code
E-mail
Other (specify):Cllyr*
2a, Pleasant Grove Private Service 2b, Cabarrus
Brief Project Name (permit will refer to this name) County Where Project is Located
Contact Person:
3a. Robert E Tripp, PE - Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-786-5404 3c. robtripp@concordengj,neenn,corn
Phone Number E-mail
1. Project is El New 0 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(10-11) that has already been included in the original permit.
2. Owner is 0 Public (skip to item 8(3)) Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one
Retaining Ownership (i.e. store, church, single office, etc.) or D Public Utility (Instruction III)
Z 0 Leasing units (lots, townhomes, etc. - skip to Item 8(3)) 0 Homeowner Assoc./Developer (Instruction IV)
O 0 Selling units (lots, townhomes, etc. - go to Item B(2b))
3. Water and Sewer Authority of Cabarrus County
2 Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
CC
O 4a. Rocky River WWTP 4b. 740r
Name of WWTF WWTF Permit No.
Z 5a. City of Concord 15b. 8" 5c.
Owner of Downstream Sewer Receiving Sewer Size Permit Number of Downstream Sewer (if known)
6. The origin of this wastewater is (check all that apply):
CC Ej Residential Subdivision
0 Car Wash
W 0 Apartments/Condominiums 0 Institution .100 % Domestic/Commercial
CL 0 Mobile Home Park D Hospital
th 0 School Church % Industrial
0 Restaurant Ej Nursling Home °/0 Other (specify):
0 Office ID Other (specify):
7. Volume of wastewater to be permitted in this project: 205 gallons per day
8. If the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
Ej Row has already been allocated in Permit No,
0 Rehabilitation or replacement of existing sewer with no new flow expected
FFA 02103 - Rev. 2 04/04

FAST -TRACK APPLICA1ION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE : A. NS
0
1-
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) 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 approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(1)(3).
3 GPDiSeat 240 Seat " 2 average days use = 1440 GP Week/ 7 days week = 205 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
6
Length (feet)
70
ENTER TOTAL LINE LENGTH IN MILES 0
11. Summary of Pump Stations to be Perrnitted (attach additional sheets as necessary)
Gravity or Force Main
use the pull down menu)
Gravity
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
plans for cross-reference) (MGD) GPM @ TDH portable generator witelemetry; 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?
El Yes 0 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? 0 Yes El No N/A
Sedimentation and Erosion Control Plan? Yes 0 No 0 N/A
Stormwater?
0 Yes 0 No N/A
ETA 02/03 - Rev, 2 04/04

RACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
Use the Division's guidance document entitled, DETERMINING STREAM
"DETERMINING 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,
A Stream Classification is not needed because the design does not depend on wet w
option for any pump station near a Class C down slope waterbody.
Location ID on Map
If chosen - as shown on
p for cross-reference)
Submit
Applicant's Certification:
Name of
Waterbody
y.
River Basin
storage as a power reliability
aterbody Strea
Index
he 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification Is provided!
Waterbody
Classification
1, Rev. James Milton, attest that this application for Pleasant Grove Private Sewer has been reviewed by me and is
accurate and complete to the best of my knowledge, 1 understand that if all required parts of this application are not
completed and that if all required supporting documentation and attachments are not included, this application package
is subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and
143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application
shall be guilty of a Class 2 misdemeanor that may include a fine not to exceed $10,000 as well as civil penalties up to
25,000 per violation.
g official Signature
Professional Engineer's Certification:
1 Robert E Tripp, PE attest that this application for Pleasant Grove Private Service has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the proposed design has
been prepared in accordance with the applicable 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 other
professionals may have developed certain portions of this submittal package, inclusion of these materials under my
signature and seal signifies that l have reviewed this material and have judged it to be consistent with the 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 that may include a
fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Robert E Tripp, IV
Professional Engineer Name
2b, Concord Engineering & Surveyingtn
Engineering Firm
2c. PO Box 268
Address
g•
Concord 2e, NC 2f. 28025-82
City State Zip
7©4 786-54C34 h,7©4m 78.6 .._.__
-74.54 2i
Facsimile E-mail
Telephone
Seal, Signature & Date
FTA 02/03 - Rev. 2 04/04

3919
80'°4Sar 52'4
Mapped, edited, and published by the Geological Survey
Control by USGS, USC&CS, and Perth Carolina Geodetic Survey

Given Input Data;
shape .
Solving for
Diameter
Flowrate
lop ...
anning's n
ComputedResults:
Depth
Ara* ..
wetted Area
wetted Perimeter
Perimeter
velocity ...
Hydraulic Radius
Percent Full ..
Full flow Flowra
Pull flow veloci
tmp#1.txt
manning Pipe calculator
circular
Depth of Plow
6.0000 in
3.4000 paµ
0.0200 t/ft
0.0090
0.3485 in
0.1963 ft2
0.0046 ft2
2.9207 in
18.8496 i
1..6528 fps
0.2260 in
5.8078
51 . 51 -HS
5.8376 fps

City of Concord
Engineering Department
Scott Padgett, Mayor
W. Brian Hiatt, City Manager a city meeting the future...
Paul D. Campbell, P.E., Director of Engineering 04„0
July 21, 2004
Evander H. Rowell
Utility Systems Engineer
Water and Sewer Authority of Cabarrus County
Post Office Box 4.28
Concord, North Carolina. 28026-0428
Subject:
Flow Acceptance Letter
Pleasant Grove AME Zion Church @ Christenhary Road.
Parcel No. 4589-08-6917 Private Sanitary Sewer Extension
Dear r. Rowelt:
The City of Concord has reviewed and approved the enclosed engineering plans, consisting of the
engineering plans and specifications, as prepared and sealed by Robert Tripp, NCPE, of the Concord
Engineering & Surveying, Inc., the Pleasant Grove AME Zion Church. Private Sewer System project
consists of approximately 70 linear feet of 6-inch private sanitary sewer and associated appurtenances to
serve a proposed church facility and an existing church facility with an average wastewater discharge of
205 GPD located on Christenbury Road. The City of Concord will be the retail service provider for the
customer(s) served by the private wastewater collection system shown on the plans. The City of Concord.
will observed the interconnection of the system extension and required the project to meet the Standard
Specifications for Wastewater Collection and Water Distribution for Cabarrus County. Please provide
the City of Concord with a flow acceptance approval letter this project.
Sincerely,
CITY OF CONCORD
ian Hiatt
City Manager
WBH/svm
Enclosures
C.c.
Project No.: 2001- 029 Pleasant Grove ANT Zion Church (cf Christenbury Road Parcel No. 4589-08-691.7
Concord Engineering & Surveying, Inc., P.O. Box 268, Concord, NC 28026, Attn: Robert Tripp, NCPE
Mr. Mark Fowler, Director of the Wastewater Resources Department
Alfred .M::Brown Operations Center
850- am a C. CAe nan Blued P.o. k x 308 1 Ccnxcml, Nc
9 } €2a:.m Fes.(70-t)786-4521m,. TDD1-800-735-82621:. izuar R

City of Concord
!IFIIIIIIF-Engineering Department
Scott Padgett, Mayor
W. Brian Hiatt, City Manager
Paul D. Campbell, RE., Director of Engineering
July 21, 2004
Pleasant Grove AME Zion Church
P.O. Box 217066
Charlotte, NC 28221
Attn: Rev. James Milton
KCIETIf
a city meeting the
SUBJECT: CI 1 Y OF CONCORD WASTEWATER FLOW ACCEPTANCE
Pleasant Grove AME Zion Church @ Christenbury Road
Parcel No. 4589-08,6917 Private Sanitary Sewer Extension
Dear Rev. Milton:
This letter is to confirm that on July 14„ 2004 our office received the application package
consisting of the engineering plans and specifications, by Robert Tripp, NCPE, of the Concord
Engineering & Surveying, Inc., for the Pleasant Grove AME Zion Church Private Sewer System
project consists of approximately 70 linear feet of 6-inch private sanitary sewer and associated
appurtenances to serve a proposed church facility and an existing church facility with an average
wastewater discharge of 205 GPD located on Christenbury Road.
It shall be the owner's responsibility to provide a cleanout on the private 6-inch sanitary sewer
service that will be located within the inside edge of the public rights -of -way and to ensure that
the system meets the criteria of the Water and Sewer Authority of Cabarrus County and the State
of North Carolina.
At this time, the City's downstream wastewater collection system has the capacity to accept the
requested commercial flow. The City of Concord, however, will not guarantee the acceptance of
any future flow requests or changes in the nature of the flows associated with this private system.
Please be aware that the City will not assume any responsibility for the operation and maintenance
of the subject private sewer system. The entity to whom the sewer extension permit is issued will
be responsible for complying with North Carolina Administrative Code 15A: NCAC 2H .0227.
Please review this section of the Administrative Code prior to submitting your application to the
State. If the permit applicant is unable to perform all of the operation and maintenance duties
required by the State's Administrative Code, a private sewer extension should not be requested.
The City reserves the right to disconnect the subject private extension from the City's wastewater
collection system if improper operation and maintenance of the private system leads to sanitary
Alfred M. Brown Operations Center
City of Ccomid c 850 Waden C. Coleman Blvd c P.On. Bces: 308 c Coacct4 Ncrth Carolina 28026
C.4) 920-5423 c Fax (7C.4. 7 86 -4.521 c TDD 1-800-733-8.262 c t.47.tv_1(1.3rdm.:

The iq' of Concord must be presera to laserve the co ect orr o this private system, . order to
meet the Staradard Specifications for Wastewater Collection and Water Distribution for dab
COUTIty Contact Phillip sl , Construction A taton at 04) 920-5404 at least 48
hours prior to the initiating systems connection.
Theowner's engineer shall certify that the private m has been. imtailed ccordance vVith
WSACC d State standards prior to the activation of the extension.
This letters not be construed as an Authorization to Co et by the `it of Concord.
applicable- permits associated with this project must be obtained and copies must be presented on
site prior to COixc ertt of the work.
Sine rely,
CITYOF CO
'
Paul I.
Director
rr�pi
f Engineering
Sincerer}
CITY OF CONCORD
T. Mar Foy
Director of Waste ter Department
r et No..: 2 01- 029 Pleasant Grove AME Zion Church (t Chri. tenlm Raul Parcel No. 5 -tl -tr l 7
Concord Ertgineerirtg & Surveying, Inc., P.O. Box 268, Concord, NC 28026, Attn: .ol ert Tripp, NCPE
ark Fowler, Wastewater Resources nr Dep
et Pearson, PRSC & HartWeatherford, PRS
Ph ip Kingsland, Construction Administrator

WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
July 29, 2004
W. Brian Hiatt
City Manager
City of Concord
P. O. Box 308
Concord, NC .28026-0308
Subject: Flow Acceptance
Pleasant Grove AME Zion Church — Christenbury Road
Dear Mr. !hart:
Office:232 Davidson -hvy,
Concord:. NC 28027
MaH to P.O. Box 428
_oncord, NC 28026-0428
Phone:704,786.17E3
Fax; 704.795.1.564
This is in response to the subject request for flow acceptance received 7/26/04. The Water
and Sewer Authority of Cabarrus County (WSACC) has or currently expects to be able to make.
available capacity at the Rocky River Wastewater Treatment Plant and appropriate sewer
interceptors to transport and treat the commercial type wastewater from the proposed Pleasant
Grove .AME Zion Church new sanctuary. WSACC agrees to accept wastewater from the proposed
facility based on information provided by Concord Engineering & Surveying, Inc. (Civil Engineer
for the project) using North Carolina Department of Environment and Natural Resources
(NCDENR) wastewater flow guidelines. The projected flow is 205 gpd; however WSACC expects
the actual wastewater flow to more closely approximate 164 gpd based upon Master Plan
engineering data.
By requesting flow acceptance, the City of Concord acknowledges that WSACC may need
to upgrade, expand, or construct new facilities to accommodate the increased flow volume granted.
by this and previous flow acceptance. Appropriate design and construction will be initiated when
actual flows dictate but may be subject to situations that WSACC does not expect or control. Based
upon flow of 205 gpd and cost of $8.126/pd to provide treatment and transportation capacity, this
flow acceptance represents an estimated capital expenditure in excess of $1,665.
For your infonnationand based upon NCDENR wastewater flow guidelines, 'WSACC has
approved 11,993,272 gallons of flow acceptance for the City of Concord from 1992 to present and
515,776 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances WSACC has committed capacity valued in excess of $97,457,328 for the City of
Concord since 1992 including $4,191,195 for this calendar year.
Downstream facilities from the proposed project are scheduled in WSACC's current Capital
Improvement Program (CIP) to increase available capacity. Projects on the CIP are subject to.
approval by WSACC's Board of Directors, support from local governing bodies, regulatory
approval, and funding availability. The following schedule of CIP projects is tentative and may be.
delayed by unforeseen circumstances:
• Kings Grant Rocky River Interceptor Phase 1 Relief Sewer. Scheduled completion date: 2010
• Rocky River Wastewater Treatment Plant phase II upgrade. Scheduled completion. date: 2004,

City of neord.
Pleasant Grove AMF .ion hur l
July 29, 2004
Page 2 of
onstruction of this project is not started within one year of the date of this approval, the
approval is rescinded and a second requestand approval will be required. Please notify WSACC it
writing when construction of this project is initiated,
If you have any questions, please call me at [phone].
cc Engineering Staff
Sherri Moore/Concord
Robert Tripp P,FJF1
Sinc
ohn C. Murdock, 1Tl:
Executive Director

08/24/ 4
Permit Number WQ0024279
Program Category
Non -discharge
Permit Tracking Shp
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sonjamilliarris
Permitted Flow
205
FaciHt
Status Froiect Type
In review New Project
Version Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Pleasant Grove Private Service
Location Address
Owner
Owner Name
Peasant Grove AME Zion Church
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance
08/18104
Regulated Activities
Insttution, other
Wastewater oollectk:in
Outfall NULL
Waterbedy Name
Major/Minor Region
Minor Mooresville
County
Cabarrus
Facility Contact Affiliation
Owner Type
Non-Goverroment
Owner Affiliation
James Milton, Reverend
PO Box 217066
Charlotte
NC 28221
Public Notice issue Effective
9/2.67/
Requested/Received Events
Stream Index Number
Additional information requested
Additional information received
Current Class
Expiration
Subbasin

CONCORD ENGINEERING AND oe-78
PHSUS 7RVE4(N PH INC.
72-9934
P 0 BOX 268
CONCORD, NC 28026
PAY
TO THE
ORDER OF
DOLLARS
23706
,..f 531

45 Spring Street SW
P.O. Box 268
Concord, NC 28026
Phone: [phone]
Fax: [phone]
Attention: WQ Supervisor
Company:
NCDENR
Address:
919 N Main St
Mooresville, NC 28115
Phone #: [phone]
Concord Engineering
Surveying, Inc.
:OO4
'A OFF4 E.
From: Michael Gee
Date:
Job #:
CC:
17 August 2004
030318,©75
Re:
Pleasant Grove Church
Re nested X For Approval © Sign and Return 0 For Review and Comment
Check No. 23706 in the amount of