WQ0022787_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, P,E . Director
Division of Water Quality
Coleen H. Sullins, P.E., Deputy Director
Division of Water Duality
July 07, 2003
Mr. Paul Campbell, Director of Engineering
City of Concord
P,O. Box 308
Concord, North Carolina 28026-0308
Subject: Permit No, WQ0022787
City of Concord
Roberta Road Sewer Ext. Project 2003-012
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. WQ0022787, dated July 07, 2003, to the City of Concord 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issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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 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.
919 N.
Mooresville Regional Office Internet http://b2o enrstatenc us/
Street, Mooresville, NC 28115 Telephone [phone] Fax [phone]
NCDENR
DENR Customer Service Center Telephone [phone]

Mr, Paul 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 262 linear feet of 8-
inch gravity sewer to serve 16 homes as part of the Roberta Road Sewer Extension- 2003-012 project,
and the discharge of 5,760 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 Dee Browder at (704)
663-1699.
Sincerely,
for Alan Alan W. Klimek, P.E.
cc: Cabarrus County Health Department
Mooresville Regional Office, Water Quality Section (WINTF Permit No, NC0036269)
Enrique Blat, City of Concord Engineering Department
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.
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 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 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 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.
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 Pen ittee 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.

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, Tine
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 7th day of July, 2003..
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klima, P.E., Director
Division of Water Quality
By Authority of the Environmental Manage rna nt Commission
Permit Number WQ0022787

Fast Track Engineering Certification
Permit No, W00022787
July 07, 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 perrnitted 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 9pJjcewiththispermitjguatjonsor
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 El Final
as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (0 periodically, Ei weekly, El full time) the construction of the Roberta Road Sewer
Ext- Project 2003-012, 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 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.

a. Brief Project Name (permit will refer to this name
'Cr 3. Contact Person:
3a. Paul D. Can , P.E.
1j. campbelp©ci.concord,nc,us
E-mail
z
0
THIN for GRAVITY SE
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
1, Owner
la. City of Concord
Full Legal Name (company, municipality, HOA, utHfty etc.
lb, _Paul D, Campbell, P.E, Director of En in rin
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:
Individual 0 Federal Municipality 0 State/County 0 Private Partnership 0 Corporation 0 Other (specify):
STATIONS,
AND FORCE MAINS PAGE 3
Application Number:
(to be completed by DWQ) WOO 2.2..7 8.7
• ld. P.O. Box 348
O Street Address
U..
lf. North Carolina
le, Concord
City
1 g. 28026-0308
State Zip Code
O lh. [phone] li, [phone]
Telephone Facsimile
2. Project (Facility) Information:
2a. Roberta Road Sewer Extension, Proj. # 2003-012 2b, Cabarrus
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. [phone] 3c. cam pbelp@ci,concorthne, us
Phone Number E-mail
Project is New fl Modification (of an existing permit) If Modification, Permit No.:
2. Owner is Public (skip to Item 8(3)) 0 Private (go to Item 2(a))
2a, If private, applicant will be, 2b. If sold, facilities owned by a (must choose one
o Retaining Ownership (i,estore, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc. - skip to item 8(3))
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
Water Sewer Authority of Cabarrus County
0 Public Utility (Instruction III)
0 Homeowner Assoc/Developer (Instruction IV)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4b. NC0036269
4a, Rock River WWTF
Name of WWTF
O 5a. WSACC
Owner of Downstream Sewer
:5b. 30 inch 6c,
Receiving Sewer Size
The origin of this wastewater is (check all that apply):
Residential Subdivision
o Apartments/Condominiums
0 Mobile Home Park
O School
0 Restaurant
O Office
WWTF Permit No.
Permit Number of Downstream Sewer (if known
0 Car Wash
1j Institution
Ej Hospital
0 Church
0 Nursing Home
0 Other (specify):
7. Volume of wastewater to be perrnitted in this project: 5,760 gallons per day
100 % Domestic/Commercial
0 % Industrial
0 % Other (specify)
8, If the permitted flow is zero, indicate why:
O Interceptor Line - Flow will be permitted is subsequent perrnits that connect to this line
O Flow has already been allocated in Permit No,
0 Rehabilitation or replacement of existing sewer with no new flow expected

CK APPLICATION for GRAVITY SEWERS PUMP STATIONS, AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below, Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be 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),
1
Rehabilitation and extension project consisting of sleeving the abandoned 8 inch gravity sewer and a 262 linear feet of 8 1
inch gravity sewer extension located along Roberta Road to serve 16 Iots at 360gpd per lot for a total flow of
5,760gpd,
10 Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
262
6
ENTER TOTAL UNE LENGTH IN MILES
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID Power Reliability Option
re (self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator WATS; 3-
0 plans for cross-reference) (MGD) GPM © TDH portable generator witelemeby; 4-wet well storage)
Gravity or Force Main
use the pull down menu)
Gravity
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Forcel
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .02 as applicable?
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 0 No 4 N/A
Sedimentation and Erosion Control Plan? 0 Yes D No NIA
Stormwater?
0 Yes 0 No N/A

RACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
0
Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
El A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND
Li A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen . as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classificabon
Harrisburg, NC Coddle Creek Cabarrus Yadkin 13-17-6-(5.5)
Submit the 8.5" x 11" topographic map as required in Instruction VI regardless of whether a classification is provided!
1. Applicant's Certification:
Paul 0, Campbell, attest that this application for Roberta Road Sewer Extension
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete, Note: In accordance with North Carolina
General Statutes 143-215,6A and 143-215,6B, any person who knowingly makes any false statement. representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a tine not to exceed $10, 000
as well as civil pena4es up to $25,000 per violation.
gning Officia Signature
2, P fessional Engineer's Certification,
attest that this application for Enrique A. Blat, 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 knowledge. I 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 1 have reviewed this material and have judged it to be consistent with the proposed design,
Note, In accordance with NC General Statutes 143-215.6A and 143-215,6B, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a
fine not to exceed $10,000 as well es civil penalties up to $25,000 per violation.
2a. Enrique A Blat, P.E.
Professional Engineer Name
2b. City of Concord, Engineering Department
Engineering Firm
2c. P,O. Box 308
Address
2d, Concord 2e. NC 2f. 28026
City State Zip
27-704-920-5425 2h, 704-786-4521 21, campbelpeci,concord,nc.us
Telephone Facsimile E-mail
1 1 1 I 1 I I iittryti,/,
CA ik)
17717
03,.
eal, Sjonature & Date

530 40'
05,00--i3.55";
537 1, 510 000 FE,.ET 533
HARRISBURG QUADRANGLE , TV
NORTH CAROLINA
7.5 MINUTE SERIES (TOPOGRAPHIC) tcr
80137'30"
- - 22'30"
(Th. ;„.;39 0
20"

HlLE
Primary highway,
hard surface
Secondary highway,
hand surface
Revisions shown in purple compiled in cooperation �°aith
North Carolina Department of Environment, Health and
Natural Resources from imagery dated 1993 and other sources
Map edited 1996
Information shown in purple ma;, not meet USGS content
standards and may conpreviously mapped contours
ntert
iCAL SUSWY,. d E TO
533S i E.
ROAD CLASSIFICATION
Light -duty road, hard or
improved srarfacr.
Ummproved road_..
J. S. Route State Route
HARRISBURG, NC
35080-C6-TF-024
1993
DMA 48541 SW —SERIES V842.
—Q
—Q
rs—

Me
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environurntal Management
512 North Salisbury Street • Raleigh, North Carolina 27626-0535
Governor George T. Everett, Ph.D.
Director
Jr., Secretary May 1, 1991
orandum
To: Delegated Mutucpaii
From: Steve W. Tedder, Chief
Water Quality Section
Subject: Delegated Nlunicipalitic
Revised Non -Discharge Pernit 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 no 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 -.-e being submitted as a delegated municipalities project. If you have any questions
on this matter, please contact Mr. Randy Jones at 919,r733-5083.
DELEGATED MUNICIPALITY GRAVITY SEWER CERTIFICATI©N
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Applicant: ci :Onc©rd
s- Roc d g,4.1,,6r`
Pro cot Name:
Delegated 'Municipality Reviewer's Certification:
1, Paul D. Campbell , attest that the subject plans and
specifications have been rcvicwed under my supervision and that those plans and specifications are
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):
FORNi: DM G S 4,191
PAGE 1 OF 1
9

WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
e
W. .Brian Hiatt
City Manager
City of Concord
P. O. Box 308
Concord, NC 28026-0308
Subject: Flow Acceptance
Roberta Road Sewer Extension
Dear Mr, Hiatt:
2003
Office: 232 Davidson Hwy
Concord, NC 28027
Mail to: P.O. Box 428
Concord. NC 28026-0428
Phone: [phone]
Fax: 794,7951564
This is in response to the subject request for flow acceptance received 6/13/03. The Water
and Sewer Authority of Cabarrus County (WSACC) has or currentlyexpects 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 new Roberta Road
Sewer Extension (to serve additional 16 lots). WSACC agrees to accept wastewater from the
proposed sewer rehabilitation and extension project based on information provided by the City of
Concord Engineering Department (Civil Engineer for the project) using North Carolina Department
of Environment and Natural Resources (NCDENR) wastewater flow guidelines. The projected flow
is 5,760 gpd; however WSACC expects the actual wastewater flow to more closely approximate
4,000 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 5,760 gpd and cost of $8.,126/gpd to provide treatment and transportation capacity, this
flow acceptance represents an estimated capital expenditure in excess of 546,806.
For your inforniation and based upon NCDENR. wastewater flow guidelines, WSACC has.
approved 11,092,798 gallons of flow acceptance for the City of Concord from 1992 to present and
345,365 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances WSACC has committed capacity valued in excess of 590,140,076 for the City of
Concord since 1992 including $2„806,436 for this calendar year.
Downstream facilities from the proposed project are scheduled in WSA.CC's current Capital
Improvem.ent Program (CIF') to increase available capacity. Projects on the CP are subject to
approval by WSACC's Board of Directors, support from local governing bodies., regulatory
approval, and funding availability. The following schedule of Ci.P projects is tentative and may be
delayed by unforeseen circtunstances:
Lower Coddle Creek Interceptor will be paralleled. Scheduled completion date: 2009.
• Rocky River Wastewater Treatment Plant phase II upgrade. Scheduled completion date: 2004.

City of Concord
Roberta Road Sew
e 23, 20
Page 2 of
Ex
nsin
Since this sewer connection will be made directly to the TS CC 30-inch Coddle Creek
erceptor, WSACC must be notified 48 hours prior to connection being made. Notification
o be made to Mark Lomax (704/786-1783).
If construction of this project is not started within one year of the date of this appro /al, the
approval is rescinded and a second request and approval will be required. Please notify WS_ CC in
writing glen constniction of this project is initiated,
If you have any questions, please call me at (704) 7 d-1 i .
cc: WSACC Engineering Staff
Adam a enh C oncrard
Sherri More/C€ancord,
Sincr
el
C; , Murdock, Ili
uti ve:Diirector
r:\,STDDC\.aCcrPTNRD.DO

City of Concord
Engineering Department
Scott Padgett, Mayor
W. Brian Hiatt, City Manager
Paul D. Campbell, P.E., Director of Engineering
June 20. 2003
N.C. Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permitting Unit
919 N. Main St.
Mooresville, North Carolina 28115
SUBJECT SANITARY SEWER EXTENSIONS
Roberta Road Sewer Extension
City of Concord Cabarrus County
Dear Sir or Madam:
a cil meeting the
ee
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 262 +/-
linear feet of 8-inch gravity sanitary sewer to serve the above mentioned project in the northwest
section of Cabarrus County off of Roberta 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. 1
application or plans, please call us at [phone].
Sincerely,
CITY OF CONCO
Paul D. Camp , P E.
Director of Engineering
PDC/svm
Enclosures
cc: Project No.: 20ti3-012 File No. 2 (DWQ)
there
y questions concerning this
Alfred M. Brown Operations Center
850 W n C ".deenAti Blvd. P P.U. Box 308 e Conte Nardi Canes 28026
[phone] • Fax [phone] e TDD 1-804-735-8262 «- crerc.orlw:us

Program Category
Non -discharge
Permit Type
Gravity Sewer Extension
Extensions
Primary Reviewer
sonja williarns
Permitted Flow
5760
Fa
22787
p Stations, &.._Pressure Sewer
Pw_ it Tracking lip
Status
In review
Version
Project Type
New Project
Permit Classification
Individual
Permit Contact AN' liaticn
Facility Narne
Roberta Road Se
Location Address
er E
Project 200 - 12
Owner
Owner Name
City of Concord
DatesfEvent
sue Arm Received Dra
06/23/03
Regulated Activities
Subdivision
Glottal
Scheduled
Issuance
Ma'or
iVlin r
Public
or Region
Mooresville:
County
Generals
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Paul Campbell
PO Box 308
Concord NC 28026
Effective S' i tin
Requested/Received Events
Additional information requested
Additional information received
tavaterbady Name
ea Index Number current Class Sabi)asin

CITY OF CONCORD
P0. HIJY, 31)f1
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CHECK
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