WQ0023051_Regional Office Historical File Pre 2018

Michael F, Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environrnent and Natural Resources
Alan W. Klimek, P,E, Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division ofWater Quality
September 8, 2003
Mr. Paul Campbell, Director of Engineering
City of Concord
P.O. Box 308
Concord, North Carolina 28206
Subject: Permit No, WQ0023051
City of Concord
Concord-kannapolis Westside Bypass Ext,
Wastewater Collection System Extension
Cabarrus County
Dear Mr. Campbell:
In accordance with your application received an September 3, 2003, we are forwarding herewith
Permit No. WQ0023051, dated September 8, 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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, andfor referral of the North Carolina -licensed Professional Engineer to the licensing
board.
Mooresville Regional Office
919 N, Main Street, Mooresville. NC 28115
Internet http://h2o.enr,state nc usi
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 1,341.52 linear feet
of 8-inch gravity sewer; and approximately 298.48 linear feet of 12-inch gravity sewer to serve 4 three -
bedroom residences as part of the Concord-Kannapolis Westside Bypass Extension project, and the
discharge of 1,440 gallons per day of collected domestic wastewater into the Water and Sewer
Authority of Cabarrus County's (WSACC) Rocky River WWTP (NPDES No. NC0036269) existing
sewerage system, pursuant to the application received September 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 City of Concord and
WSACC for the collection and final treatment of wastewater is in full force and effect.
If any parts, re-quirements, 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,
for Alan W, Klimek, P.E.
cc: Cabarrus County Health Department
Mooresville Regional Office, Water Quality Section (VVWTF Permit No, NC0036269)
Ronald Wilkins, NCDOT Design Services Unit
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 subjec
following specified conditions and limitations:
o the
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 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 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 Perrnittee, 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.
8. 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 satisfactory, 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 8th day of September, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimel{;`1*'.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0023051

Fast Track Engineering Certification
Permit No. WQ0023051
September 8, 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, Pemnit
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 Engineers 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
1, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the Concord-Kannapolis
Westside Bypass Extension, 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 Pemiittee 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.

FAST -TRACK APPLICATION for CRAVTY SEWERS, PUMP STATIONS, AND FORCE MAINS. PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
1. Owner.
la. City o-fConcord
Application Number:
(to be completed by DWQ) Z.30S— I
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. Paul D. Campbell,_pE, Director of En ineerin
0
Signing Official Name and Title (Pease review 15A NCAC 2H ,02 6(b) for authorized signing officials!)
- c. The legal entity who will own this system is
individual 0 Federal Municipality 0 State/County Private Partnership R Corporation 0 Other (specify):
• ld. 850 Warren C. Coleman Blvd,: Post Office Box 308 le. Concord
O Street Address
LL
Z lf. North Carolina
State
O 1 h. [phone] (704L786-4521
Telephone Facsimile
(„) 2 Project (Facility) Information.
2a. Concord-Kannapolis Westside Bypass Extension 2b. Cabarru
a. Brief Project Name (permit will refer to this name)
O 3. Contact Person.
City
0
3a. Ronald B. Wilkins, PE
Name and Affiliation of Someone Who Can Answer Questions About his Apptcation
rbao
3c...PA*[e-mail]
28206:0308
Zip Code
lj. compl2e1 Loon d,nc.us
E-mail
County Where Project is Located
3b. [phone]
Phone Number
E-maii
1 Project is New Modification (of an existing permit) If Modification, Permit No:
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is Public (skip to Item B(3)) 0 Private (go to Item 2(a))
2a. If private, applicant will be: 2b, If sold, facilities owned by a (must choose one)
0 Retaining Ownership (i.e. store, church, single office. etc) or
0 Leasing units (lots, townhomes, etc, - skip to item B(3))
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
Public Utility (Instruction HI)
0 Homeowner Assoc./Developer (ns
'CC 3, Citty f CtnR,(ifEr v4.4. Ala.-
2 Owner of Wastewater Treatment Facility(WWTF) Treating Wastewater From This Project
O • 4a. Rocky River Regional Wastewater Treatment Plant 4b. NC0036269
LL Name of WWTF WWTF Permit No,
Z 5a. City of Concord 5b. 8-inch 5c.
tion IV)
Owner of Downstream Sewer Receiving Sewer Size Permit Number of Downstream Sewer (if known)
• 6, The origin of this wastewater is (check all that apply).
CC Z Residential Subdivision 0 Car Wash
LLI EI Apartments/Condominiums 0 Institution
CL 0 Mobile Home Park 11 Hospital
ai 0 School El Church
0 Restaurant 0 Nursing Home
0 Office ill Other (specify):
7, Volume of wastewater to be permitted in this project, 1440 gallons per day
100 % Domestic/Commercial
% 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

FAST -TRACK APPLICATION for VITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
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),
The new sewer line will serve four dwellings. Each dwelling will generated 360 gallons/day of wastewater, The calculation
for the total wastewater generated is four times 360 galiday or 1440 gallons per day,
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8"
12"
D
2
1-
z
Length (feet)
1341 52 ft.
298,48 ft,
Gravity or Force Main
(use the pull down menu)
Gravity
Gravity
0
ENTER TOTAL LINE LENGTH IN MILES 0.31 miles
11— 11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID Power Reliability Option
Cit (self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
0 plans for cross-reference) (MGD) GPM TDH portable generator me/telemetry; 4-wet well storage)
2
LL
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Perrnitfing of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H 0200 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
Sedimentation and Erosion Control Plan? Yes LJ No
Stormwater? 0 Yes No 4 N/A
El N/A
El NIA
r-r, 4 flfl fl fl -- t",

FAST -TRACK APPLIC4TION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary) This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
0
A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody, AND,
4:C
El A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
(1)
0
2a. Ronald B. Wilkins, PE
Professional Engineer Name
2b. NCDOT Desi_gn Services Unit
Engineering Firm
2c. 1591 Mail Center
Address
2d. Raleigh 2e. NC 2
City State Zip
2g. [phone] 2h. (91)250-4119 2i, Rbwilkins dot.statenc.us
Telephone Facsimile E-mail
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 Classification
Kannapolis, NC Coddle Creek Cabarrus Yadkin 13-17-6(5 5) C
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
la.
I, Paul Campbell, PE, attest hat this application for Concord-Kannapolis Westside Bypass 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 143-215.6E, 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 welt as civil penalties up to s2,5,9g0 per v
Signing Official Signature
2. Professionai'Engineer's Certifi io
Date
I attest that this application for 6" and 12" sewer lines crossing Concord-Kannapolis Westside Bypass has been reviewed
by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge, 1 further attest that to the best of my knowledge the proposed
design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for
Gravity Sewers adopted February 12,, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance,
Although 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 tine not to exceed $10,000 as well as civil penalties up to $25,000 per violation,
vrt74* '2f,
Seal, Signature & Date
If-^"T r,In,

141
O
C661
rz©-J1-Yf-08O5E
JN 'SI IOJVNINV
0

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 2762E-4535
James G. Martin, Governor Ocorgc T. Evcrctt, Ph.D.
William W. Cobcy, Jr_, Sc *.ary Dirt. -tor
May 1.1991
Memorandum
To: Delegated Mut,.
From.: Steve W. Tedder, Chief
Water Quality Section
Subject: Delegated Municipalities Checklist for Revi 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 no longer re.quirc 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 rrqugred
and c©nplcte the bottom portion of this page and attach it as the last page of all gravity scwcr
applications that 7.17. bang submitted as a delegated municipalities project. If you have any questions
on this matter, please contact Mr. Randy Jones at 919f733-5O83.
- f
DELEGATED WIUNICIPALITY GRAVITY SEWER CERTIFICATION
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
City of Concord
Pr ojcct Name: Westside Bypass Waterline Poplar Tent Rd. to Crisco Rd. Project No. 2003-008
Applicant:
Delegated M'unicipality Reviewer's Cer
I Paul D. Campbell
specifications have been reviewed under r, y su
consistent with the info: mma6on that has been s
Division of Environmental Management's minimum
Delegated Municipality Reviewer's NC Professional
Seal and Signature (specify date):
FORM: DMGS 4191
PAGE 1 OF 1
nt
that the subject plans and
d that those plans and spccif cations are
d on the Non-Disehar ge Application and the
sign r--quircmcnts for gravity sever projects.
gin-ers Registation N
9

WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
August 20, 2003
W. Brian Hiatt
City Manager
City of Concord
P. O. Box 308
Concord, NC 28026-0308
Subject: Flow Acceptance
Westside Bypass Sewer Extension
Dear Mr. Hiatt:
vidson f-Iwt.
NC' 28027
RO. Box 426
rd, NC 28026-0428
Phone: [phone]
Fax: 704,795.1564
This is in response to the subject request for flow acceptance received 8/8/03. 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 domestic wastewater from the proposed Westside Bypass
Sewer Extension. WSACC agrees to accept wastewater from the proposed project based on
information provided by NCDOT Design Services Unit (Civil Engineer for the project) using North
Carolina Department of Environment and Natural Resources (NCDENR) wastewater flow
guidelines. The projected flow is 1,440 gpd; however WSACC expects the actual wastewater flow
to more closely approximate 1,000 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 1,440 gpd and cost of $8,126/gpd to provide treatment and transportation capacity, this
flow acceptance represents an estimated capital expenditure in excess of $11,701,
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 11,252,847 gallons of flow acceptance for the City of Concord from 1992 to present and
505,414 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances WSACC has committed capacity valued in excess of $91,440,634 for the City of
Concord since 1992 including $4,106,994 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:
Lower Coddle Creek Interceptor will be paralleled. Scheduled completion date: 2009.
Rocky River Wastewater. Treatment Plant phase Il upgrade. Scheduled completion date: 2004.

City ofConcord
Westside Bypass Sewer
August 20, 2003
Page 2 of
cons
t si n
c of this project is not started within one year of the date of this approval, the
approval i rescinded and a second request and approval will be required. Please notify WSACC
writing when construction of this project is initiated,
If you have any questions, please e ll me at 70786-1783,
WSACC Engmeenngta
Adam I, a enha t ""one rd
Sherri Mire '"nerd.
Ron itlins, PENCDOT,
uicereI
John C. Murdock, i
Executive Director

09/08/03
Permit Number INCI0023051 Permit Tracking Slip
Program Category
Non -discharge
Permit Type :451 Track
Gravity Sewer Ext.ension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sonja.williams
Status Project Type
in review New Project
Version Permit Classification
Permitted Flow
1440
Facility
Facility Name
Concord-kannapolis Westside Bypass Ext
Location Address
Owner
Individual
Permit Contact Affiliation
Major/Minor
Minor
Region
Mooresville
County
Cabanas
Facility Contact Affiliation
Owner Name
City of Concord
Dates Events
Orig Issue App Received Draft Initiated
09/03/03
Regulated Activities
Subdivision
(Duffed NULL
Owner Type
Government - Municipal
Owner Affiliation
Paul Campbell
PO Box 308
Concord
NC 28026
Scheduled
Issuance Public Notice Issue Effective
41/8/03
Requested/Received Events
Additional information requested
Additional information received
Expiration
Wale
y Name
Stream Index Nu
Current Class
Subbasin

OF THIS DOCUMENT HAS A C
10 THE
IN OF
NC Department of Transportation
1514 Mail Services Center
Raleigh, NC 27699-1514
NC DEPT OF ENVIRONMENT AND
NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMEN
1617 MAIL, SERVICE CTR
RALEIGH NC 27699-1617
wcact223125 I
State Treasurer, Ra1N1'igh, North Carolina
Payable at Par Through Federal Reserve System
CNMENT C' NTAB S A UINE W TEPMANN AP 'q, TFBBS DOCUMENT HAS BI"aISLE AND Ft.UQRESCENT FIDE
311' 1:o 5 3 L L05 '4': 5» 000ir-E,o Los
Warrant 1474903
Date 08/14/2003
$ 40000
C. Wayne Stallings
hlef Financial Officer

City of Concord
Engineering Department
Scott Padgett, Mayor
W. Brian Hiatt, City Manager
Paul D. Campbell, P.E., Director of Engineering
September 2, 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
Westside Bypass Waterline Poplar Tent Road to Crisco Road
City of Concord Cabarrus County
Dear Sir or adam:
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 flint' for the installation
of 1341.52 +/- linear feet of 8-inch gravity sanitary sewer and 298.48 +/- linear feet of 12-inch
gravity sanitary sewer to serve 4 dwellings with a total average daily flow of 1,440 GPD in the
western section of Cabarrus County on Poplar Tent Road, and George .Lyles Parkway (formally
Crisco 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 OF CONCORD
ue A. Blat, P.E. SEP 0
Deputy City Engineer
Enclosures
cc: Project NoL: 2003-008 File No. 2 (pNVQ)
Alfred M. Brown Operations Center
850 Warm C„ Coleman Blvd. P.O. Bax 348 Conconi, North Cambria 28026
(704)92(1-5,125 • Fax [phone] * TDD 1-800-735-8262 I, I