WQ0022848_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. Klimek RE., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
August 5, 2003
Reverend Sylvester Pharr
Harding Street Church of God
99 Scotia Avenue
Concord, North Carolina 28027
Subject: Permit No. WQ0022848
Harding Street Church of God
Harding Street Church of God project
Wastewater Collection System Extension
Cabarrus County
Dear Reverend Pharr:
In accordance with your application received on June 3, 2003, and additional information
received June 17, 2003, we are forwarding herewith Permit No. WQ0022848, dated August 5, 2003, to
the Harding Street Church of God 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collection system extension, This permit shall be effective from the date of issuance until rescinded,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 perrnit 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 Permittee.
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 Perrnittee'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 N Main Street, Mooresville, NC 28115
Internet httplih2o,enr state.nc,us/
Telephone [phone] Fax [phone]
DENR Customer Service Center
Telephone [phone]

Rev, Sylvester Pharr
Page 2
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Ru
les, and Regulations, permission is hereby
granted to the HardingStreetChurch
Chu ch of God for the construction and operation of approximately 225
P PP Y
linear feet of 6-inch gravity sewer to serve a 299-seat church as part of the Harding Street Church of
God project, and the discharge of 900 gallons per day of collected domestic wastewater into the Water
Sewer Authority of Cabarrus County's (WSACC) Rocky River UWIITP (NPDES No. NC0036269)
existing sewerage system, pursuant to the application received June 3, 2003 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.
This permit shall become voidable unless the _agreement between the Harding Street Church of
God, 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 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 Sonja Williams at (704)
663-1699.
Sincerely,
for Alan W. Klimek, P.E.
cc: Cabarrus County Health Department
Mooresville Regional Office, Water Quality Section (WWTF Permit No. NC0036269)
Donald Kelly, Carlos J. Moore & Associates, PA
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 untiluntl 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.
2. This permit shall be effective only with respect to the nature and volume of wastesdescribed 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 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 21_ .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed prior to January 1, 2004 and shall be actively
maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5 Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6, 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 Engineers Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee 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 Perrnittee 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 28 .0200 and 15A NCAC 2H .0500.

Pr 11. Noncompliance Notification:
The Permittee shall report by telephone to 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.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
Permit issued this the 5th day of August, 2003,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
.1br Alan W. Khfnek, P.E, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0022848

Fast Track Engineering Certtfjcation
Permit No. WQ0022.648
August 5, 2003
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 E Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (© periodically, © weekly, 0 full time) the construction of the Harding Street Church
of God, Cabarrus County project for the Permiittee 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 Engineer's
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
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.

Permit Number
0
22848 Permit Tracking Slip
Program Category
Non -discharge
Permit Type st Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sonja.williams
Permitted Flow
900
Facility
Facility Name
Harding
Location Address
Owner
urch of God
Owner Name
Harding Street Church of God
DteslEven
orig Issue
Status
In review
Project Type
New Project
Version Permit Classifica!
Individual
Permit Contact Affiliation
J,222003
Major/Minor Region
Minor Mooresville
County
Cabarrus
Facility Contact Affiliation
Scheduled
App Received graft Initiated Issuance
07/16/03
Regulated Activities
Owner Type
Non-Govemment
Owner Affiliation
Reverend Pharr
Sylvester
99 Scotia Avenue
Concord
Np 28027
Public Notice Issue
Domestic, other
Outfall NULL
Effective Expiration
Requested!Received Events
Additional information requested
Additional information received
Waterbody Name
Stream Index Number
Current Class Subbasin
kadiN,VV,747:Wi.
.vw ar,e4®swarm. rxwla.r..r.stair.r..-^,—n.....m,..�.,,..
CHURCH OF GOD mft 1012
44-11,34
P. O. &)X 4 , HARDING 1ST,
KANNANOLIN NC. NOW

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P,E., Director
Division of Water Quality
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Sylvester Pharr
Church of God
99 Scotia Avenue
Concord, NC 28027
Dear Mr. Pharr:
June 5, 2003
7001 2
�0 0004 8286 7393
Subject: Return of Permit Application Package
Harding Street Church of God
Wastewater Collection System Extension
Cabarrus County
The Division of Water Quality's Mooresville Regional Office is unable to accept the enclosed application
package (including fee) for review for the following reasons:
✓ The application form submitted for the subject project is no longer accepted. Please complete and
return the most current version of the fast -track application forrn (FORM: FTA 02/03). This form is
available for download from our Non -Discharge Permitting Unit web site located at
http://h2o.enr.state.nc.us/ndpu. Please use FORM: FTA 02/03 for all gravity sewer, pump station
and/or force main project submittals unless otherwise directed. This forrn replaces FORM: FTA
06/00. A copy of completed form must be also be included,
Please note that the item(s) listed above must be included and/or completed prior to resubmitting the
permit application package (with fee) for approval. Your application is being returned as incomplete in
accordance with 15A NCAC 2H .0208, The success of the fast -track approval process depends upon
the receipt of complete and accurate applications. Please make the appropriate corrections and
resubmit the application. The review process will then begin upon receipt of the completed and/or
corrected application.
Please be advised that construction and/or operation of wastewater collection system extension without
a valid permit is a violation of North Carolina General Statute 143-215,1 and may subject the Applicant
to appropriate enforcement actions in accordance with North Carolina General Statute 143-215.6. Civil
penalties of up to $25,000 per day per violation may be assessed for failure to secure a permit required
by North Carolina General Statute 143-215.1.
Mooresville Regional Orrice
N. Main Street, Mooresville, NC 28115
DENR Customer Service Center
An Equal Opportunity Action Employer
Internet http:.lh2oenr.state.nc.usf
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% post -consumer paper

If you should have any questions regarding the acceptance of your application, please do not hesitate
to nt t me at the number shown in cur letterhead. Thank you for your cooperation.
Enclosures
cc: Benjamin Stewart, Carlos ore& Associates
Application return fit
inrly,
Dee Browder
Environmental Engineer

ICATiON for GRAVITY SEWEES, PUMP STATJONS,
FORCE MAINS
P GE 3
NFORMATION
0
z
0
- Owner of Wastewater Treatment Facility (WWTF) Treating
USE THE TAB KEY TO MOVE FROM FIELD TO FIEL
1. Owner
la. Harding Street Church Of God
Full Legal Name (company, municipality, HOA, utility, etc.)
1berSt&Phar
Signing Official Name and Ti
le. The legal entity who will own this system is:
0 Individual 0 Federal 0 Municipality 0 State/Co
id. 99 Scotia Ave.
Street Address
North Carolina
State
1 h. 704-782-0928 li. N/A
Telephone Facsimile
2. Project (Facility) information:
2a. Harding Street Church Of God
Brief Project Name (permit will refer to this name
3. Contact Person:
3a. Ben'amin W. Stewart III, Carlos J. Moore & Associates P.A.
Name and Affiliation of Someone Who Can Answer Questions About this App
Application Number:
(to be completed by DWQ)
A NCAC 2H .02
Luthorized signing o
nty 0 Private Partnership 0 Corporation Other (specify): Chu
le. Concord
City
lg. 28027
3b. 70-78843
Phone Num
1. Project is New 0 Modification (of an existing permit)
3c. cmoorearchvnet.net
E-mail
2. Owner is 0 Public (skip to Item B(3)) Private (go
2a. Tfpiivite, applicant will be:
Retaining Ownership (i.e. store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc. - skip to Item B(3))
o Selling units (lots, tovvnhomes, etc. - go to Item B(2b))
3. Water & Sewer Authority Of Cabarrus County
4a. Rocky River Regional WWTF
Name of VVVVTF
0 sa. JA4(
ai
Zip Code
1j. N/A
E-mal
2b. Cabarrus
County Where Project is Located
If Modification, Permit No.:
_ .
(a))
2b. if sold, facilities owned by a (must choose ph)
0 Public Utility (Instruction III)
0 Homeowner Assoc./Developer (Instruction IV)
stewater From This Project
The origin of this wastewater is (check all that apply):
O Residential Subdivision
El Apartments/Condominiums
El Mobile Home Park
D School
D Restaurant
0 Office
4b. NC 0036269
WWTF Permit No.
5c. N/A
Size Permit Number of Downstream Sewer (if known)
0 Car Wash
O Institution
O Hospital
Church
El Nursing Home
O Other (specify):
7. Volume of wastewater to be permitted in this project: gallons per day
Domestic/Commercial
`)/0 Industrial
% Other (specify):
8. If the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected

TRACK. APPLICATI0
PUMP STATIONSPAGE 4
9, Provide the wastewater flow calculations used in determining A NCA_.
the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be approved prior to submittal of this application. Submit a separate request
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(I)(3).
(3 Gal./ Day/ Seat)(299 Seats) = 897 GPD = 900 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
6
0
Z
Q
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
re
0
u-
z
1—
Length (feet)
225
TAL LINE LENG
Location ID
(self chosen - as shown on Design Flow0
plans for cross-reference) (MGD)
N/A
12. Nest h sewer system comply w tt file Minimum Design Criteria for the Fast Track Permitting of Pump Stations and For
Mains (I test version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable
t YfEr No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested:
elocity less than 2 FPS Due to low flow vs. pipe size
N/A
A
Force IVia
pull down menu
Power Reliability ►ption
Point (1- dual Tine feed; 2- permanent generator w/ATS; 3-
H portable generator wltelemetry; 4-wet well storage)
N/A
SUBMIT TWO COPIES OF
NS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR AP
Have the fallowing permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes 0 No Sit NIA
Sedimentation and Erosion Control Plan? Yes Q No C3 N/A
Stormwater? Yes El No © N/A
ATION

AST-TRTtf C
1 Use the Division's gutdance
(FAST -TRACK SEWN R SYSTEM
necessary). This document Is available .. _... __...
regional ofltce (sae instructions for addresses) OR'
rifle STATIONS, AND 1 ORCE MAINS PAGE 5
SIR
learn cis
tar by contacting the
tt w ftailcawing:
0 A Stream Classification is net needed because an parts of the project are at hest 100 feel away from any down siope
waletbvdy; p,
FfCATIONS FOR FORM FTA 02/03
la below (attach additional sheets as
ate O vision of Water Quarry
A Stream Ciaaaific tion ie that miaial because the design does not depend on wet well storage as a power reriabdity
option fax any pump station near a Cross C down shapes w+aterbody.
hcacation ID pa Map
esNow - a snore on N* of
map for cross -et ence) Walsrtaedy
UT To CDi-t
wAT 2- cam_
County River Basin
n
y Stream Waterbody
ex Classification
CA. keUs YAj 19_4-2 vS—iV
Submit the i.r tt it tsbpogrwpd 4c tempi* tsyataoJa1red in tnstyucaon 1/t regardiese If whether a classification as previdedI
1 Appll d"tt Certification:._
t, Rev. Sylne ter Pharr, afloat that Mai k don for Healing Sheet Church Of God
has been reviesed by me and fa securely and complete to the best of my lam -dodge, I understand that rf required
Buts of this application are not o assisted and that ti al required supporting d o urneritation and attachments are not
airduded, this tkope ate n pWQ 2Q, is isittlact to pause returned as incomplete. Pluto In accordance with North Camena
Genera/ Statutes 143-215; t 0 and 143-215, 6a arty person who kntruigty +nikus any false statement. representation, or
cerfl'Icattoaa in any applicatbn abet be Guilty of a Gass 2 misdemeanor which may include a fine not to exceed 510,000
nisi as cid pen up to e23, coo per violation.
28. I)ameld L.
Professional Engineer l+Jsme
2b. Carlos., Moore & Asaoda1eas,
Engi Fl
2c. 222 C
Adidreas
2d, Concord
City
2g. 70-786-I3L33
Telephone
QCo - e', 3
Date
has been revie dby rr
ng plans, calculations, and ak other
to flat best of my knowledge the [imposed
ewer Minimum Design Criteria for
Fast -Track Permitting of Pump
acoortfanne with Division guRianco
professionals inclusion of these
judged ? fo he consistent with
43-215. BB, any person who
shag be guilty of a Class 2
to S25,000 per violation,
2a. NC
Stele
21. 28025
Zip`.

CARLOS J. MOORE AND ASSOCIATES, P.A.
222 Church Street North
Concord, NC 28025
[phone] t. 782-0487
TO NCDENR
919 N. Main Street
Mooresville, NC 28115
We are sending you
following;
Shop drawings
Copy of letter
COPIES
DATE
Ix
Attached
Prints
Change order
x " copy ofa T.
Division o
THESE ARE TRANSMITTED as checked below:
L
For approval
For your use
As requested
Reviewed as submitted
Approved as noted
Returned for corrections
For review & comment
For Bids Due
REMARKS: Enclosed "
20
Via
Plans
ILL
DATE:
06/24/03
/MENTION:
Map
Browder
Harding Street
Church of God
Little Texas Road
Kannapolis, NC
Samples
DESCRIPTION
e (raps Topographlcl
Fas
the
Specs.
Track Application 192/0 , copy
he 7. "flute USGS Topographic Map o
submitted application package. We apologize for the omission.
Resubmit copies for
Submit Copies for
Return
Corrected
d fro
r
A e'
Thanks!
COPY TO:
File
SIGNED:
Benj
Carlos
rt
e and Associates

CARLOS J. MOORE AND ASSOCIATES, P.A.
222 Church Street North
Concord, NC 28025
[phone] f. 782-0487
TO NCDENR
itikct442 N. Main Street
Mooresville, NC 28115
We are sending you
following;
Shop drawings
Copy of letter
COPIES
2
DATE
Attached
Prints
Change order
NO. 1
2
2
Via
Plans
1.
DATE
/03
IJrUNL
ATTENTION: Dee Browder
RE
Application
Harding Street
Church of God
E
Samples
DESCRIPTION
Check for $400.00 (Church of Godjeck
Application (please see remarks)
Easement Map
C-6 Sanitary Sewer Plan & Profile
Flow Acceptance Letter
THESE ARE TRANSMITTED as checked below
For approval
For your use
As requested
Reviewed as submitted
Approved as noted
Returned for corrections
For review & comment
For Bids Due 20
the
Resubmit copies for
Submit Copies for
Return Corrected
REMARKS: Per letter dated June 5, 2003 from Dee Browder, we are re -submitting the
application package with the updated fast -track application form (FORM: FTA 02103).
Cf ENVIRONMENT
.10
URAL NESEXENEEE
Thanks!
COPY TO:
File
t*.
:JUN 1 7 2003
SIGNED: -,0m.lomr,
Benjahin Stewart
Carlos J Moore and Associates

North Carolina Depa
Michael F, Easley, Govemor
William G. Ross Jr., Secretary
nt of Environment and Natural Resources
Alan Wa Klimek, RE., Director
Division of Water Quality
TO:
FROM:
SUBJECT:
July 18, 2003
MEMORANDUM
Permit File WQ0022848
K. Marie Doklovic, PE
Variance to Gravity Sewer MDC
An application for the Harding Street Church of God indicates a variance for minimum velocity. The
line is 225' of 6-inch at a slope of approximately 8% (the plans show 11©/0).
SUMMARY - The line at half full at the slope provided (n .013) will provide way over 2 fps even if the
actual flow will not. The design criteria uses the 2 fps velocity design at half full but also limits how
small the pipe can be. Therefore, ice:variance is wry. The sign meets our regs and criteria....
Non -Discharge Pemaitiing Unrt
1617 Mail Service Center, Raleigh, NC 27699-1617
Internet http/h2o,enr.state,nc.uslndpu
Telephone [phone] Fax [phone]
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
5f) recycled/1d% post -consumer paper

rcular Channel Analjaia & Design
Solved with Mannin ' a Equation
Open Channel Unitr i 1 a
'r sheet Name
Caaaanaent
Solve for Full Flow Capacity
Given. input Data :
imetez
.pe. .
manning's n..
Discharge..,.
Computed ,eaa.lts
F1111 Flow C1a1
Full Flow Depth.
\TelaeitY. v
0.50
0.1100 t
0-013
1.86 cfs
1.`
0.60
Flow Area.. , 0 of
Critical Depth. .0 ft
Critical 1 pe.. 0 10t
Percent Full... 100.00
"al. Capacity... . 1.86 e
QMAX C .94 . 2.00 c a
Froude Number.. FULL
Open harm l Flo Module, Version 3, s) 1991
Haestad Methods, Inc. 37 Lit i .e Rd Waterbury, Ct C)e 70

rlar Channel Analla & Design
Solved with an iEquation
Open Char n l trni, forr flow
Worksheet Nar :
Comment:
Soles For Full Flo r C a %t
C1ivEri input Data
Diameter_
Slope
manning
Di char
Computed Results:
Full Flow Capacity. , .. fa
Full Flow Depth.. .... C3 ° f_.
VelositY..-
FlowArea 0 of
Critical Depth. Q. C ft
Critical 1 0.0739 ft
Percent Full.. , e_. 100.00
Full Capacity.. 1.59 ofs
1.71 cfs
"roude Number.... tL
0 , 5 0 ft
C . C?C f
0.01
1.59 sfs
Open C ar n l Flo r M d z1 , Version 3.41
Haest ad ethogs, Inc: Br ca kside Rd
191.
at r ury, ct 0

÷20 2+00

UNITED STATES
DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY
ALL)SL9U7Y fb Mil 5
STATE OF NORoT
DEPARTMENT OF NATURAL
RALEIGH, NORT
4855 UU SE
539 V (CHINA GR©v

March 1 , 2003
Mr. Don Kell
Carlos J. Moore & Associates
222 Church Street North
Concord, rd, C 28025
Re: }larding Street Church of G i Private Sewer Syst
Sewer flow, acceptance
Kelly:
Plea se attached the flow aceep
the City of l .arrrtapolr°s also a
lead on information provided by your
Natural Resources (+ll'T) w Fastew
03501
from WSACC, By tbrwarding you this acceptance
tance
o accept wastewater from the proposed development
t
llsing North Carolina Den errt of Environment and
Ilow guidelines,
Please me at 1- 2- 2 0 lf you have any question
Sincerely,
" ilrrrer thou, 111
Director of Public Works
03501 SP Harding Church God Flo w to
Ace
1401 ethpapc hair Post 49214iice Box 1 i+
nnapolis, North Carolina 2 082.1199
T 70 t.320.4200 92 ,4 4
wianccitypfkannapolis.corn

R & SEWER AUTHORITY
OF CABARRUS COUNTY
March 5, 2002
Mr. Jeff Moody, P.E.
Kannapolis City Engineer
c/o Alley, Williams, Carmen & King
P.O. Box 1248
Kannapolis, NC 28082
Subject: Flow Acceptance
Harding St. Church of God — Private Sewer Connection
Dear Mr, Moody:
Ofik.e... 232 Davidson Hw
Concord, NC 28027
Mail to: P.0, Box 42B
Concord, NC 28026-0428
Phone [phone]
Fax: [phone]
This is in response to the City's request for flow acceptance received 2/28/03. 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 doniestic wastewater from the proposed private sewer
connection for the Harding Street Church of God. WSACC agrees to accept wastewater proposed
complex based on the information provided by Carlos J. Moore & Associates, P.A. (Engineer for
the Project) using North Carolina Department of Environment and Natural Resources (NCDENR)
wastewater flow guidelines. The projected flow is 900 gpd; however WSACC expects the actual
wastewater flow to more closely approximate 720 gpd based upon Master Plan engineering data.
By requesting flow acceptance, the City of Kannapolis 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 900 gpd and cost of $8.126/gpd to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of $7,313.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 1,889,173 gallons of flow acceptance for the City of Kannapolis from 1992 to present and
38,340 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances WSACC has committed capacity valued in excess of $15,351,419 for the City of
Kannapolis since 1992 including $311,550 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:

a pots
mg; t. Church of God
arch 5, 2003
Page 2 of
Cold Water Creek Parallel Interceptor * Phase II will ructed. Scheduled completion
date: 2003.
Rocky River Wastewater Treat ent Plant will be expanded to 34 nod.. Scheduled completion
date: 2005.
Please note that if construction of this proect is not stailed within one year of the date of this
approval, the approval is rescinded and a second request and approval will be required. Please
notify WSACC in writing when construction of this project is in tiated,
If you have any questions, please call me at 7-1.
c: WSACC EngineeringStaff
Michael IVIabaney, PE/City Manager
Wilmer MeltoniKarmapolis
Carlos Moore/Carlos Moore & Assoc.
be const
John C. Murdock, Ili
Executive Director

Isdarch 10, 2003
Mr. Don Kelly
Carlos J. Moore & Associates
222 Church Street North
Concord, NC 28025
Re: Harding Street Church of God — Private Sewer System
Sewer flow acceptance
03501
Dear 8/1r. Kelly:
Please find attached the flow acceptance letter from WSACC. By forwarding you this acceptance
letter the City of Kannapolis also agrees to accept wastewater from the proposed development
based on information provided by your firm, using North Carolina De ent of Environment and
Natural Resources (NCDENR) wastewater flow guidelines.
Please call me at 704-920-4200 if you have arty questions.
Sincerely,
Wilmer Melton, III
Director of Public Works
03501 SP Harding Church God Flow Acceptance Heuer cityAioc
i 0 Bethpage Road Post Office Box 1199
Kannapolis„ North Carolina 28082-1199
T 704.920.4200 F 704.920.4244
sentwocityofkannapolincorn

SACC
ATER & SEWER AUTHORITY
OF CABARRUS COUNTY
March 5, 2002
Mr. JeffMoody, P.E.
Kannapolis City Engineer
c/o Ailey, 'Williams, Carmen & King
P.O. Box 1248
Kannapolis, NC 28082
Subject: Flow Acceptance
Harding St. Church of Gocl — Private Sewer Connection
Dear Mr. Moody:
Of14-e 232 Davidson Hwy,
Concord, NC 28027
Mail to: PO, Box 428
Concord, NC 28026-0428
I Phone: 704:786.1783
I Fax: [phone]
This is in response to the City's request for flow acceptance received 2/28/03. The Water
and Sewer Authority of Cabarru.s 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 domestic wastewater from the proposed private sewer
connection for the :Harding Street Church of God. WSACC agrees to accept wastewater proposed
complex based on the information provided by Carlos J. Moore & Associates, P.A. (Engineer for
the Project) using North Carolina Department of Environment and Natural Resources (NCDENR)
wastewater flow guidelines. The projected flow is 900 gpd; however WSACC expects the actual
wastewater flow to more closely approximate 720 gpd based upon Master Plan engineering data.
By requesting flow acceptance, the City of Kannapolis 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 900 gpd and cost of $8.126/gpd to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of $7,313.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 1,889,173 gallons of flow acceptance for the City of Kannapolis from 1992 to present and
38,340 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances WSACC has committed capacity valued in excess of $15,351,419 for the City of
Kannapolis since 1992 including $311,550 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:

of Kannapohs
Harding St, Church of feed
March 5, 2003
Pe 2 of
Cold Water Creek Parallel tcr.cptr — Phase IT will b c nstruct
date: 2003.
ed, Scheduled completion
Rocky River Wastewater Treat rai nt Plant will be expanded to 34 n d
date: 2005
Please note that if construction of this project is not st tied with'
approval, the approval is rescinded and a second request and approva
notify W . C " in writirt when construction ofthis project is initiated.
If you have any questions please call me at 6-1.
cc: WSACC fingmeermg Staff
Michael Mahoney, PE/City onager
i ?iliner It ap lis
Carlos Moore/Carlos Moore & Assoc.
John C. Murdock, lff
Executive Director
Scheduled completion
one year of the date of this
be required, Please