WQ0012749_Regional Office Historical File Pre 2018

A
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
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 25, 2003
Mr, Paul Campbell, Director of Engineering
City of Concord
P.O. Box 308
Concord, North Carolina 28026-0308
Subject: Permit No. VVQ0012749 Modification
City of Concord
Poplar Tent Sewer Extension
Wastewater Collection System Extension
Cabarrus County
Dear Mr. Campbell:
in accordance with your application received on June 23, 2003, we are forwarding herewith
Permit No. WQ0012749, dated July 25, 2003, to the City of Concord for the construction and operation
of the subject wastewater collection system extension. This perrnit shall be effective from the date of
issuance until rescinded, shall void Permit No. WQ0012749 issued September 25, 1996, and shall be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. The modification includes adding
4,950 linear feet of 8-inch gravity sewer (Pitts School Road).
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 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.
AV A
NCDENR
Mooresville Regional Office
919 N. Main Street, Mooresville, NC 28115
Internet http://h2o.enr.state.nc.usr
Telephone [phone] Fax [phone]

MrPaul Campbell
Page 2
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 the City of Concord for the construction and operation of approximately 4,950 linear feet of
8-inch gravity sewer; and the continued construction and operation of 19,007 linear feet of 8-inch
gravity sewer; a 35-gallon per minute pump station ("P") with duplex pumps, on -site audible and visual
high water alarms, and a portable generator receptacle with telemetry; a 35-gallon per minute pump
station ("L") with duplex pumps, on -site audible and visual high water alarms, and a portable generator
receptacle with telemetry; a 25-gallon per minute pump station ("U") with duplex pumps, on -site audible
and visual high water alarms, and a portable generator receptacle with telemetry; as well as
approximately 4,085 linear feet of 2-inch force main to serve a residential subdivision and two
businesses as part of the Poplar Tent Sewer Extension project, and the discharge of 19,000 gallons per
day of collected domestic wastewater into the Water & Sewer Authority of Cabarrus County's (WSACC)
Rocky River WWTP (NPDES No. NC0036269) existing sewerage system, pursuant to the application
received June 23, 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 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 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,
Jbr Alan W. KIi
ek,
cc: Cabarrus County Health Department
Mooresville Regional Office, Water Quality Section (VVWTF Permit No, NC0036269)
Paul Campbell, City of Concord Engineering Dept.
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 ubject 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 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 2H .0227. if an individual
permit is not required, the following perforrnance 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 28 .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 permitshall 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 Engineer's 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 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 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 25th day of July, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
,for Alan W. KlimeKRE., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0012749

Fast Track Engineering Certfication
Permit No, WQ0012749
July 25, 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 permitL 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
0 Partial 0 Final
1, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (El periodically, 111 weekly, El full time) the construction of the Poplar Tent Sewer
Extension, Cabarrus County project for the Pemiittee 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 Perrnittee 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 Perrnittee to appropriate
enforcement actions,

FAST"-TI ACI P CATR N for CARA I"TY SP
P TATIONS, AND FORCE MAINS
PALL. 1
USE THE TAB KEY TO MOVE FROM FIELt TO FIELD! Applicetton Number:
Owner:
la. City of Concord
Full Legal ame (company, municipality., HOA, utility, etc.)
(to be completed by DWQ) WQ.
z lb Paul D.Cam bell, P .E. - Director of Engineering
Signing Official Name and Title. (Please review15A NCAC 2H .02 signing g t�6(b) for authorized signing officials!)
lc. The legal entity who will own this system is:
El Individual ❑ Federal Ili Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (speci
d. P.O. Box 308
Street Address
NC
State
1 h. 704-920-5425
Telephone
11, 704-786-452
Facsimile
2. Project (Facility) Information:
Pitts School -Poplar Tent Sewer Extension
Brief Project Name (permit will refer to this name)
Contact Person:
3a. Paul D. Campbell, P.E,
1e. Concord
City_
lg. 280268308
Zip Code
campbelp(@cLconcord.nc.us
E-mail
2b. Cabarrus
County Where Project is Located
Name and Affiliation of Someone Wh+ Can Answer Questions About this Application
3b. 704-920-5425
Phone Number
............. ................
1. Project is ❑ New
Modification (of an existing permit)
2. Owner is Public (skip to Item 8(3))
2a. If private, applicant will be:
3c. [e-mail],us
E-mail
If Modification, Permit No.: WQ0012749
❑ Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (Le. store, church, single office, etc,
Leasing units (lots, townhomes, etc. - skip to Item 8(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
and Sewer Authority of Cabarrus County
Ej Public Utility (Instruction III)
❑ Homeowner Assoc.iDeveloper (Instruction IV)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Rocky River Regional Wastewater Treatment Plant 4b. NC0036269
Name of WWTF WWTF Permit No,
City of Concord fib. 8-inch
Owner of Downstream Sewer Receiving Sewer Size ?.
The origin of this wastewater is (check all that apply):
El Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
School
El Restaurant
❑ Office
Permit Number of Downstream Sewer
• Car Wash
❑ Institution
❑ Hospital
Church
El Nursing Home
❑ Other (specify):
7. Volume of wastewater to be_permitted in this project: © gallons per day
If the permitted flow is zero, indicate why:
Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
Flow has already been allocated in Permit No. WQD'012749
El Rehabilitation or replacement of existing sewer with no new flow expected
Domestic/Commercial
% Industrial
%o Other (specify):
FrA 02/03

FAST -TRACK APP,LICATIONY 'Is r GRAVPTY SEWERS, PU P STATIONS, A FORCE MAINS
PAGE 2
z
0
0
z
0
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item 8(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 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(I)(3).
Flow was accounted for in initial design. Proect was an annexation project that was not completed in past.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8 4,950
ENTER TOTAL LINE LENGTH IN MILES
Gravity or Force Main
(pull down menu)
Gravity
Gravity
Gravity
Gravity
Gravity
Gravity
Gravity
11e Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Power Reliability Option
Location ID Design Flow Operational Point (dual line feed, permanent generator w/ATS,
0 (as shown on plans) (MGD) GPM TDH portable generator w/autodialer, wet well storage)
Z
12, Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
Yes No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested:
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION;
13. Have the following permits/certifications been submitted for approval?
Wetland/'Stream Crossings - General Permit or 401 Certification? © Yes El No ® N/A
Sedimentation and Erosion Control Plan? 121 Yes © No El N/A
Stormwater? ❑ Yes No ® N/A
FTA t32/

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
1, Use the Division s guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
z (FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
0 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:
LE A Watershed Classification is not needed because all parts of the project are at least 100 feet away from any down
O slope waterbody; AND,
El] A Watershed Classification is not needed because the design does not depend on wet ell storage as a power
reliability option for any pump station near a Class C down slope waterbody.
Location ID Name of Waterbody Stream Waterbody
on Map Waterbody County River asin Index Classification
0
Submit the 8.5" x 11" topographic map as required in Instruction VI regardless of whether a classification is provided!
1 Applicant's Certification.
I attest that this application for Paul D. Campbell, P.E. 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 143-215,68, 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,
Signing Offcial Signature
2. Professional Engineer's Certification:
\Date
I attest that this application for Paul D. Campbell, P.E. 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 know/edge 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 I 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 143-215.68, 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. Paul D. Campbell, RE.
Professional Engineer Name
2b. Cityof Concord EnoieeDe,partment
Engineering Firrn
2c. P.O. Box 308
Address
2d. Concord
City
2e. NC 2f. 28026-0308
State Zip
2g, 704-920-5425 2h. 704-786-4521 2i. [e-mail]
Telephone Facsimile E-mail
Seal, Signature, & Date
VIA 02103

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27626-0535
daincs G. Mastro, Governor George T. Everett, PhD.
Director
William W. Cobey. Jr., Secretary May 1,1991
Memorandum
To: Delegated Municipali
From: Steve W. Tedder, Chic
Water Quality Section
Subject: Delegated Municipalities Checklist for Revised Non Discharge Permit Applications.
The Division of Environmental Management's Water Quality Section has revised the
Gravity Sewer Non -Discharge Permit Application Form. The form now incorporates the basic
information that the Division feels is necessary in order for the delegated municipalities to perform a
review on a gravity sewer project for the Division; therefore, the Division will rio longer require that
the 'Delegated Municipalities Gravity Sewer Design Checklist" be completed and submitted. We do,
however, require that the delegated municipality perform the same type of review as always required
and complete the bottom portion of this page and attach it as the last page of all gravity sewer
applications that rre being submitted as a delegated municipalities project. if you have any questions
on this matter, please contact Mr. Randy Jones at 919/733-5083.
DELEGATED MUNICIPALITY GRAVITY SEWER CERTIFICATION
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AV ORIGINAL)
Applicant: City of Concord
Project Narn
Delegated M 'ucnicipality Reviewer"s Certification:.
I., Paul D. Cal ,attest that the subject plans and
specifications have been reviewed under my st pervision and that those plans and specifications arc
consistent with the information that has been specified on the Non -Discharge Application and the
Division of Environmental Management's minimum design requirements for gravity sewer projects.
Delegated Municipality Reviewer's NC Professional Engineer's Registration No.:
Seal and Signature (specify date):
FORM: DMGS 4,/91
PAGE IOF1
9

SCA
1:24
0
CONTOUR INTERVAL 1a FEET
NATIONAL GEODETIC VERTMCAL DATUM OF 1929
UTM GRID AND 1996 MAGNETIC NORTH

MILE
Primary highway,
hard surface
Secondary highway,
hard surface
AL 'GURU RSS ©N, VIHGINIA-199
E.
ROAD CLASSIFICATION
Light -duty road, hard or
unproved surface �
Interstate Route
QUADRANGLE LOCATION
Revisions shown in purple compiled in cooperation with
North Carolina Department of Environment, Health and
Natural Resources from imagery dated 1993 and other sources
Map edited 1996
Information shown in purple may not meet USGS content
standards and may conflict with previously mapped contours
Unimproved road _ _xm
KANNAPOLIS, NC
35O80-D6-Tor-024
1993
DMA 4854 I NW -SERIES V842
ru 03
gun
oo
Al -n .o

71 5/O
Permit Number 0012749 Perm; Tracking Up
Program Category
Non -discharge
Permit Type ;past Tack
Gravity Sewer E ens►n, Pump Stationsy & Pressure Sewer
Extensions
Prrnaryr Reviewer
son a.widi rm
Permitted Flow
0
Facility
Facility Name
status Project Type
in review Major rnodificabon
Version
Permit Classification
individual
Permit Cantact Aitiation
GeoL d owner
PC Box 308
r nona
Major it
Pottier Tent Sewer Extension iviiner
Location Address
Owner
Owner Name
City of Concord
Dates/Events
Orii Issue Apo Received
09 /96 06123/03
NC 28026
Region
Mooresville
County
Cabarrus
Facility Contact tfiian
Owner Type
Govemmen Municipal
Owner Affiliation
Paul Campek
Ply Box 308
Concord'
Scheduled
ed`' Issuance
28026
Public Notice" Issue
Effective Expiration
Regulated ActivitRequested/Received Events
Wastewater collection
Wastewater treatment and discsai
uttati NULL
Additional information requested
Additional informatian received
Water hody Name
Str
index Nu
leer
Current Class Subbasin

CITY 0 CO CO D
l ND F (), `:.
i' FAT % F ENV
19 41
LT
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AMt
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255915

City of Concord
Engineering Department
Scott Padgett, Mayor
W. Brian Hiatt, City Manager
Paul D. Campbell, RE., Director of Engineering
June 23, 2003
N.C. Department of Environment and Natural Resources
Division of Water Quality
Mooresville Regional Office
Non -Discharge Permitting Unit
919 N. Main Street
Mooresville, NC 28115
a city eeting thefi4tun
NC DER OF E.: L T
(NO NATURAL KC IL' (II'
(IORESVIILIE REGIONAL( .
r,JUN 2 $ 2003
WAIT , ,0
SUBJECT SANITARY SEWER MODIFICATION
PITTS SCHOOL ROAD - POPLAR TENT ROAD SEWER EXTENSION
City of Concord, Cabarrus County
Dear Sir or Madam:
We are enclosing for your review and approval, one original and one copy of the executed Non -
Discharge Permit Application form, a check in the amount of $ 400.00, a letter of flow acceptance
from the WWTF and the Delegated Municipality Certification form for the installation of 4,950
±1- linear feet of 8-inch gravity sanitary sewer to serve the above mentioned project in the
northwest section of Cabarrus County off Pitts School Road.
This application is in accordance with your Gravity Sewer Minimum Design Criteria. Upon
completion of the project, you shall receive a copy of the Engineer's Certification and a copy of
the Record Drawings.
Your cooperation in this matter is greatly appreciated. If there are any questions concerning this
application or plans, please call us at [phone].
Sincerely,
CITY QF CONCORD
/
Sherri V. Moore
Permitting Services Manager
Enclosures
cc: Project No: 2002-031 File No. 2 (DWQ)
Alfred M. Brown Operations Center
City of Corcad 850 Warren C Coleman Blvd. 0, P.O. Bo ac 308 e Concord, NorthCaithni2
[phone] FaX [phone],21 11DD 1-800-735-8262 fo 111„CII,J*(tArkUlti 1

r. G. Tim Lowder
City of Concord
P. 0, Box 308
Concord, 28 2 - 308
July 23, 1996
PER AUTH FPI F
Subject: Flow Acceptance
Annexation Area 2, Contract Area
Tay Mor - Freedom Acres Sewer Improvements
prove... ents
City of Concord
I3 Mr, L wder
Please be advised, the Water and Sewer Authority of Cabarrus County has the available
capacity at the Rocky River Regional Wastewater Treatment Plant to serve and treat the
domestic wastewater for the proposed sanitary sewer services to Annexation Area 2, Contract
Area 2A (Tay Mor - Freedom Acres Sewer Improvements), for a flow of 66,960 gpd.
Please sub.it the coordinates `for the proposed gravity line in the following form:
digital file or distance and bearing starting with the tap at the interceptor.
If you have any questions in regard to this matter, please notify Mark orraax at 704- 8 -
1 4.
JCNI:brrip
cc: Jay Shive
Wesley Furr
Mark Lomax
Executive Director

of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., RE., Director
September 25, 1996
G. Tim Lowder
City of Concord
PO Box 508
Concord, NC 28206
Subject: Permit No. WQ0012749
City of Concord
Poplar Tent Contract 95-2B
Sewer Extension
Cabarrus County
Dear Mr. Lowder:
In accordance with your application received August 6, 1996,.we are forwarding herewith Permit
No. WQ0012749 dated September 25, 1996,to the City of Concord for the construction and operation of
the subject wastewater collection extension,
This permit shall be effective from the date of issuance untii rescinded and shall be subject to the
conditions and limitations as specified therein.
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 thirty (30) days following receipt of
this perinit. This request .must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27/1/17, Raleigh, NC 27611.-7447, Unless such demands are made this permit shall be •final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Andrew M. Oakley at [phone] extension 533.
Stheerely,
•
A. Prestonoward, Jr., P.E.
cc: Cabarrus County Health Department
Mooresville Regional Office, Water Qu.ality Section
Paul D. Campbell, P.E,; Concord Engineering and Surveying
P.O, Box 29555, Raleigh, North Carolina. 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled,' 10% post -consumer paper

NORTH CA OLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
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
City of Concord
Cabarrus County
FOR THE
construction and operation of approximately 19,007 linear feet of 8 inch .gravity sewer;
a 35 GPM pump station ("P") with duplex .pumps, high water alarms, autodialer, portable generator
connection and approximately 1,.085 linear feet of 2 inch force main;
a 35 GPM pump station ("L") with duplex pumps, high water alarms, .autodialer, portable generator
connection and approximately 1,350 linear feet of 2 inch force main;
a 25 GPM pump station ("U") with duplex pumps, high water alarms, autodialer, portable generator
connection and approximately 1.,650 linear feet of 2 inch force main;
to serve 50 three bedroom homes and 2 businesses with 25 employeeseach of the Poplar Tent Contract
95-2B, and the discharge of 19,000 GPD of collected domestic wastewater into the City of Concord's
existing sewerage system, pursuant to the application received August 6,, 1996, and in conformity with the
project plan, specifications, and other supporting data subsequently filed and approved by the Department
of Environment, Health and Natural Resources and considered a part of this 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 peimit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system. shall be treated in the Water and Sewer
Authority of Cabarrus County's Rocky River Wastewater Treatment Facility prior to being
discharged into the receiving stream.

This perm is not transfere¢ In the event there is a desire fc r the facilities to change ownership,
or there is a name change of the Permitter, a formal permit request must be submitted to the
Division of Water Quality accompanied by an application fee, documentation from the parties
involved, and other supporting materials as may be appropriate. The approval of this request will
be considered on its merits and may or may not be approved.
Construction of the sewers, pump station(s) and force main 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 this permitted facil
must be received from a professional engineer certifying that the permitted
installed in accordance with this permit, the approved plans and specific
supporting materials. Mail the Certification to the -Water Quality Permits and
P.O. Box 29535, Raleigh, NC 2,7626-0535.
A copy of the approved plans and specifications shall be maintained on fde by the Permittee for a
minimum of five years from the date of the completion of construction.
Failure to abide by the conditions and limitations contained M. this permit may subject the Pernrinee
to an enforcement action by the Division of Water Quality, in accordance with North Carolina
General Statute 143-215.6(a) to 143-215.6(c).
10. The issuance of this permit does not preclude the Perini tee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
11. The Pemr.itte shall provide for the pump station and force main the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour in the
pump station,
y, a certitication
`acility° has been
:cans, and other
eering Unit,
b. An air relief valve located a all high points along the force main,
c. A screened vent for the we.t well,
d. Fillets located in the wet well at the intersection of the flooring and sidewal.ls,
e. Three feet of cover (minimum) over the force main or the use of ferrous material where three
feet cannot be maintained,
f. Sufficient devices wltich wi11 protect the pump station from vandals, and
Flood protection if the pump station is located below the 100-year food elevation.
In the event that the 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 wastewater collection
facilities.

NO ( MP I 'wi I TI T&"T1O`':
The Pernuttee shall report by telephone to the Mooresville Regional Office, telephone number
704/663-1699, as soon as possible, but in no case more than 24 hours or on the next working day
faRowing the occurrence Or fast knowledge of the occurrence of either of the following:
Any process unit failure, due to known or na nown reasons, that renders the facility incapable
of adequate wastewater transport, such as echanical 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 ww ithout treatment of all or any portion of the influent to such station or
Persons reporting such o0curre ces by telephone shall also file a written report in letter form within
five (5) 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:.
14, This permit shallbecome voidable unless the agreement between theWater and Sewer Authority of
Cabarrus County and the City of Concord for the collection and final treatment of wastewater is in
full force and effect..
Pe nwit issued this the 25th day of Septe finer, 1996
Pei
NORTH CAROLINA ENVIRONMENTAL1
Preston Howard, Tr,, P,E2, Direc-tor
Division of Water Quality
By Authority of the Environmental Ma.aernent Conunission
AGEN 1T CO l 1 1SSTON
O
Nu ber WQ0012749

Permit o WQ0012749
September 25, 1996
EN ( ERR' CERTIFICATION
as a duly registered. Professional Engineer in the State of North
arolina, hayg been authorized to observe (periodically, weekly, full time) the construction of the
pry
Proj
Pemiittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the constriction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature
Date
Registration No..

July 23, 1996
Mr. G. Tim Lowder
City of Concord
P. O. Box 308
Concord, NC 28026-0308
WATER SEWER AUTHORITY OF CABARRUS CO.
Subject: Flow Acceptance
Annexation Area 2, Contract Area 2A
Tay Mor - Freedom Acres Sewer Improvements
City of Concord
Dear Mr. Lowder:
Please be advised, the Water and Sewer Authority of Cabarrus County has the available
capacity at the Rocky River Regional Wastewater Treatment Plant to serve and treatthe
domestic wastewater for the proposed sanitary sewer services to Annexation Area 2, Contract
Area 2A (Tay Mor - Freedom Acres Sewer Improvements), for a flow of 66,960 gpd.
Please submit the coordinates 'for the proposed gravity line in the following form: a
digital. file or distance and bearing starting with the tap at the interceptor.
If you have any questions in regard to this matter, please notify Mark Lomax at 704-788-
4164.
Sincerely,
Executive Director
JCM:bmp
cc: Jay Shive
Wesley Furr
Mark Lomax