WQCS00009_Regional Office Historical File Pre 2018 (7)

Love, Barry F
From: Basinger, Corey
Sent: Monday, May 06, 2019 8:07 AM
To: Love, Barry F; Tuvia, Ori A
Subject: FW: [External] DWR Quarterly Report: January -March 2019 for The City of Concord
Delegated Local Permitting Authority
Attachments: DWR PERC Jan-March2019 Concord.pdf; Kensley ATC.pdf
FYI
From: Sherri Moore [mailto:[e-mail]]
Sent: Friday, May 3, 2019 3:12 PM
To: Fertenbaugh, Christyn L <[e-mail]>
Cc: Sue Hyde <[e-mail]>; Clinton Shoaf <[e-mail]>; Basinger, Corey
<[e-mail]>
Subject: [External] DWR Quarterly Report: January -March 2019 for The City of Concord Delegated Local Permitting
Authority
CAUTION:
Dear Ms. Fertenbaugh:
Enclosed is the quarterly report with City of Concord issued Authorization to Construct permits listed in compliance with
the North Carolina General Statutes Title 15A NCAC 2T and as delegated by North
Carolina Department of Environment and Natural Resources, Division of Water Quality, Pretreatment, Emergency
Response, and Collection Systems Unit.
Digitally submitted are the following documents: Quarterly Permit Report Form DQR 01-05, FTSE— 01/14 Flow Form &
NCDEQ Request Form (P4), corresponding Flow Acceptance response from
WSACC, and the Authorization to Construct permits. Should you prefer a paper copy, please advise.
The City of Concord has reviewed and approved the engineering plans and will be the retail service provider for the
customer(s) served by the proposed wastewater collection system. The City of Concord will observe the construction of
the proposed system and will require the project to meet the North Carolina General Statutes Title 15A NCAC 2T
requirements and the Standard Specifications for Wastewater Collection and Water Distribution for Cabarrus County.
If there are any questions regarding the information presented, please contact me, Sherri Moore, by email at
[e-mail] or by phone at [phone].
Sincerely,
Sherri
Sherri V. Moore, Engineering Coordinator
City of Concord -Engineering Department
Mailing Address: PO Box 308, Concord NC 28026
Physical — Delivery Address: 635 Alfred Brown Jr Court SW, Concord NC 28025
Direct: 704-920-5415
Eng. Office:704-920-5425
Email: [e-mail]
1

VNORTH CAROL 1 N A 635 Alfred Brown Jr., Court SW P.O. Box 308, Concord, NC 28026 - concordnc.gov
High Performance Living
[1DMl$IUIIIIlIIIlI111
May 1, 2019
North Carolina Department of Environmental Quality
NC Division of Water Resources -Water Quality Permitting Section
Wastewater Branch-PERCS Unit
Christyn Fertenbaugh, PE
1617 Mail Service Center
Raleigh, NC 27699-1617
Email: christyn.fertenbaudia,ncdenr.gov
Subject: January to March 2019— Quarterly Report
City of Concord Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Ms. Fertenbaugh:
Enclosed is the quarterly report with City of Concord issued Authorization to Construct
permits listed in compliance with the North Carolina General Statutes Title 15A NCAC 2T and as
delegated by North Carolina Department of Environment Quality, Division of Water Resources,
Pretreatment, Emergency Response, and Collection Systems Unit.
Digitally submitted are the following documents: Quarterly Permit Report Form DQR 01-
05, FTSE-01/14 Flow Form & NCDEQ Request Form (P4), corresponding Flow Acceptance
response from WSACC, and the Authorization to Construct permits. Should you prefer a paper
copy, please advise.
The City of Concord has reviewed and approved the engineering plans and will be the retail
service provider for the customer(s) served by the proposed wastewater collection system. The City
of Concord will observe the construction of the proposed system and will require the project to
meet the North Carolina General Statutes Title 15A NCAC 2T requirements and the Standard
Specifications for Wastewater Collection and Water Distribution for Cabarrus County.
If there are any questions regarding the information presented in this letter, please either
contact Sherri Moore, the Engineering Coordinator, [phone], or me at [phone].
Sincerely,
City of Concord
M. Sue Hyde, PE
Director of Engineering
Cc: File
5/3/2019
Phone [phone] • Fax [phone]

Quarter: 1 Year: 2019
WWTF Permit Number: NC0036269Enforcement Taken / Pending for Qtr*: N/A
"Division of Water Resources
State. of North Carolina
Department of Environmental Quality
Division of Water Resources
DELEGATED PROGRAM REPORT (PERMITTING ACTIONS)
for LOCAL PROGRAMS FOR SEWER SYSTEMS per 15A NCAC 02T.0306
Per the requirements of 15A NCAC 02T.0306 (c): All permitting actions shall be summarized and submitted to the Division and the appropriate
Division Regional Office on a quarterly basis on Division forms. The report shall also provide a listing and summary of all enforcement actions taken
or pending during the quarter. The quarters begin on January 1st, April 1st, July 1st and October 1st . The report shall be submitted within 30 days
after the end of each quarter. Submit additional sheets if necessary or if multiple treatment receiving facilities are involved.
Delegated Municipality: City of Concord-Permit#:WQCS00326
Total Number of Permits Issued: 1
Permitting Action for Quarter
I sate
* If yes, provide detailed explanation related to the enforcement action taken.

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
DELEGATED PROGRAM REPORT (PERMITTING ACTIONS)
for LOCAL PROGRAMS FOR SEWER SYSTEMS per 15A NCAC 02T.0306
Per the requirements of 15A NCAC 02T.0306 (c): All permitting actions shall be summarized and submitted to the Division and the appropriate
Division Regional Office on a quarterly basis on Division forms. The report shall also provide a listing and summary of all enforcement actions taken
or pending during the quarter. The quarters begin on January 1st, April 1st, July 1st and October 1st . The report shall be submitted within 30 days_
after the end of each quarter. Submit additional sheets if necessary or if multiple treatment receiving facilities are involved.
Delegated Municipality: City of Concord-Permit#:WQCS00326 Quarter: 1 Year: 2019
Total Number of Permits Issued: Zero WWTF Permit Number: NC0081621Enforcement Taken % Pending for Qtr*: N/A
Permitting Action for Quarter
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rr
NORTH CAROL (N A
High Performance Living
_JDDJ4IINusi»I I I I u l 111
Niblock Homes, LLC
Mr. William T. Niblock, Registered Agent
759 Concord Parkway N, Suite 20
Concord, North Carolina 28027
635 Alfred Brown Jr Court SW., P.O. Box 308, Concord, NC 28026 - www.concordnc.gov
February 12, 2019
Subject: Authorization to Construct (ATC)
Wastewater Collection System Extension/Modification
Project Title: Kensley Subdivision
City of Concord Authorization to Construct (ATC) Permit # 18-1129518
City of Concord Project # 2018-060
Receipt Date: January 14, 2019 (WSACC dated January 9, 2019)
January 4, 2019 (Approved Drawings)
January 4, 2019 (Application)
Engineering Plan Seal Date: December 21, 2018
WSACC Rocky River WWTP #NC0036269 City of Concord, Cabarrus County, North Carolina
Dear Mr. Niblock:
In accordance with City of Concord's approved local wastewater collection system extension
and/or modification permitting program, we herewith issue to the Permittee, Niblock Homes, LLC, the
wastewater collection system extension Authorization to Construct #18-1129518, effective date
February 12, 2019, for the construction of the Kensley Subdivision wastewater collection system
extension/modification until rescinded and subject to the conditions and requirements as set forth in the
permits for the project described herein:
The Kensley Subdivision engineering plans and specifications, as prepared and sealed by Donald
L. Munday, NCPE, with Piedmont Design Associates, for the wastewater collection system extension
consisting of approximately 1,832.29 linear feet of 8-inch sanitary sewer with 10 manholes and other
appurtenances to serve 30 single family 4-bedroom homes, located off of Eva Drive NW, with a domestic
wastewater discharge of 14,400 GPD.
Construction of this project shall be in accordance with 15A NCAC 02T; The Division of Water'
Quality's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Water
and Sewer Authority of Cabarrus County's standard technical specifications; the City of Concord's
ordinances, policies, and technical specifications; the approved plans; and other supporting data.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 02T; The Division of Water Quality's Gravity Sewer Minimum Design Criteria adopted
February 12, 1996, as applicable; the Water and Sewer Authority of Cabarrus County's standard technical
specifications; the City of Concord's ordinances, policies, and technical specifications, unless specifically
mentioned herein. Failure to comply may result in penalties in accordance with North Carolina General
Statute §143-215.6A through §143-215.6C and the City of Concord's ordinances, construction of
additional or replacement wastewater collection facilities, and/or referral of the North Carolina -licensed
Professional Engineer to the licensing board.
In the event that construction does not commence and complete within 24 months of the
issuance of the Authorization to Construct (ATC) permit, the Authorization to Construct (ATC)
3

permit shall expire and a new Authorization to Construct (ATC) permit must be applied for and
obtained by the applicant. An active Authorization to Construct (ATC) permit must be maintained
until full final approval has been issued for the infrastructure defined in the Authorization to
Construct (ATC) permit. Written requests for an extension of time received prior to expiration of
the Authorization to Construct (ATC) permit may be granted by the director of engineering for
good cause shown.
The Director of Engineering reserves the right to deny the Authorization to Construct (ATC)
permit, subject to the provisions in the City of Concord's Water Distribution System and Wastewater
Collection System Extension and Modification Ordinance. A denial shall be made in writing and shall
contain the reasons for the denial and the City's estimate of the general changes in the applicant's
proposed activities or plan which will be required, in order that the applicant may obtain the
Authorization to Construct permit. Nothing in such estimate shall preclude or otherwise bar the Director
of Engineering from denying a permit, which incorporates such changes, based upon changed
circumstances or information not previously known by the Director of Engineering or the applicant. The
Director of Engineering reserves the right to modify or revoke the Authorization to Construct upon not
less than 14 dayswritten notice to any person affected. In the event of a developed or developing threat
to public health or safety, revocation and/or disconnection may occur immediately without notice. Notice
to affected persons shall occur as soon as practicable thereafter.
This cover letter shall be considered a part of this Authorization to Construct (ATC) permit and
therefore incorporated therein by reference. If any parts, requirements, or limitations contained in this
Authorization to Construct (ATC) permit are unacceptable, you have the right to request an ad judicatory
hearing upon written request within thirty (30) days following receipt of this permit. 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 City Manager's Office, Post Office Box 308, Concord, NC 28026-0308. Unless such
demands are made this permit shall be final and binding.
If you need additional information concerning this matter, please contact me at [phone].
Sincerely,
City of Concord
Digitally signed by
Sue H d 6 Sue Hyde
„Dates 2019.02.28
12:50:06 -05'00'
M. Sue Hyde, NCPE, Director of Engineering
Electronic cc:
Project #2018-060
Cabarrus Health Alliance
300 Mooresville Rd.
Kannapolis, NC 28081
North Carolina Department of Environmental Quality
NC Division of Water Resources- Water Quality Permitting Section
Wastewater Branch - PERCS Unit
Ms. Deborah Gore, PE. Unit Supervisor
1617 Mail Service Center
Raleigh, NC 27699-1617
Gary Stansbury, Construction Administrator, 704-920-5404, stansburve:ii),concordnc.gov

Ricky Kluttz, Construction Inspector, 704-213-9641, Inspection of water, sewer, storm water, curb and gutter, and
roadway construction. kluttzra:ConcordNC.govContractor's Copy
Piedmont Design Associates, PA
Donald L. Munday, NCPE
125 East Plaza Dr.
Suite 101
Mooresville, NC 28115
dmundavadpapa.com
P) 704-664-7888

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
NIBLOCK HOMES, LLC
WASTEWATER COLLECTION SYSTEM EXTENSION AND/OR MODIFICATION PERMIT
In accordance with the provisions of Article 215 of Chapter 143, General Statutes of North Carolina as
amended, the City of Concord delegated permitting program, and other applicable Laws, Rules, and
Regulations
PERMISSION IS HEREBY GRANTED TO THE PERMITEE
Niblock Homes, LLC
Cabarrus County
FOR THE
construction, operation and maintenance of the Kensley Subdivision wastewater collection system
extension consisting of approximately 1,832.29 linear feet of 8-inch sanitary sewer with 10 manholes and
other appurtenances to serve 30 single family 4-bedroom homes, located off of Eva Drive NW, with a
domestic wastewater discharge of 14,400 GPD, to the Water and Sewer Authority of Cabarrus County
Wastewater Treatment Facility Rocky River WWTP Permit #NC0036269 prior to being discharged into
the receiving stream, pursuant to the application received January 4, 2019, and in conformity with the
project plan, specifications, and other supporting data subsequently filed and approved by the City of
Concord Engineering Department and considered a part of this permit.
This Authorization to Construct (ATC) permit shall be effective from the date of issuance
February 12, 2019, until February 12, 2021, and shall be subject to the following specified conditions
and limitations:
1. In the event that construction does not commence and complete within 24 months of the
issuance of the Authorization to Construct (ATC) permit, the Authorization to Construct
(ATC) permit shall expire and a new Authorization to Construct (ATC) permit must be
applied for and obtained by the applicant. An active Authorization to Construct (ATC)
permit must be maintained until full final approval has been issued for the infrastructure
defined in the Authorization to Construct (ATC) permit. Written requests for an
extension of time received prior to expiration of the Authorization to Construct (ATC)
permit may be granted by the director of engineering for good cause shown.
2. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, 15A NCAC 02T.300; The Division of Water Quality's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Water and Sewer
Authority of Cabarrus County's standard technical specifications; the City of Concord's
ordinances, policies, and technical specifications; the approved plans; and other supporting
data. If a modification to the approved plan is needed, the Permittee shall request a permit
modification in writing. Permit modifications shall be subject to current design standards.
3. This permit is effective only with respect to the project scope, nature and volume of wastewater
described in the WWCSEM 2018 application for Kensley Subdivision and subject to the terms
in the WSACC flow acceptance letter, dated January 9, 2019, for Kensley Subdivision.
4. Construction of the wastewater collection lines shall be scheduled so as not to interrupt service
of the neither existing utilities nor result in an overflow or bypass discharge of wastewater to
the surface waters of the State. Prior to initiating any work on an active sanitary sewer system,
the Permittee's contractor must provide the City of Concord's Construction Administrator and
the Permittee's Engineer with a construction work plan for review and documentation. The
construction work plan must clearly detail how the existing sanitary sewer system will be

maintained during the construction process, including but not limited to any temporary losses
of service, system draining, bypass systems, temporary pumps, temporary in -system storage
and/or parallel systems. The Permittee's engineer will need to review and approve the
Contractor's work plan and submit adequate documentation to City of Concord's Construction
Administrator.
5. Deviations from the approved plans and specifications or site conditions affecting capacity,
hydraulic conditions, or any provisos stipulated in this "Authorization to Construct" permit
must be approved prior to further construction or installation. An "Authorization to Construct"
permit application package, consisting of the revised engineering drawings and the supporting
documentation, must be submitted to the Director of Engineering for approval and issuance of a
new "Authorization to Construct" permit, before any construction work affected by such
deviations is initiated. All proposed deviations shall be required to comply with 15A NCAC
02T.300; The Division of Water Quality's Gravity Sewer Minimum Design Criteria adopted
February 12, 1996, Title 15A of the North Carolina Administrative Code, Subchapter 18C, as
applicable; and with the Water and Sewer Authority of Cabarrus County's standard technical
specifications; the City of Concord's ordinances, policies, and technical specifications; and the
approved plans; and other supporting data.
6: Upon completion of construction and prior to operation of this permitted facility, a video
assessment of the sewer main and laterals, digital copies of the legal documentation regarding
the transfer of all utility easements to the City of Concord, by recorded plat or deed, sealed
record drawings in PDF and ACAD formats, the executed engineer's certification form, and
sealed pump station as -built calculations, as applicable, must be submitted for approval to the
City of Concord, in accordance with the City of Concord Code of Ordinances, Chapter 62,
Article 3. The certification must be completed and sealed by a professional engineer, certifying
that the permitted facility has been installed in accordance with this permit, the approved plans
and specifications, and other supporting materials. If this project is to be completed in phases
and partially certified, the Permittee shall retain the responsibility to track further construction
approved under this permit, and shall acquire a final certificate of completion once the entire
project has been completed. A video assessment of the sewer main and laterals, digital copies
of the legal documentation regarding the transfer of all utility easements to the City of
Concord, by recorded plat or deed, sealed record drawings in PDF and ACAD formats, the
executed engineer's certification form, and sealed pump station as -built calculations, as
applicable, indicating the facilities constructed in the phase being certified, shall be submitted
for approval to the City of Concord.
7. In the event that the wastewater collection system extension and/or modification fails to
perform satisfactorily. Including the creation of nuisance conditions, immediate corrective
actions, such as additional or replacement facilities, shall be taken by the Permittee.
8. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the City of Concord, NCDENR and other applicable
agencies, in accordance with Federal, State, and Local regulations and as stipulated in Chapter
62 of the City of Concord Code of Ordinances.
9. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances, which may be imposed by government agencies
(local, state, and federal) that 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.
10. This Authorization to Construct is not transferable. In the event there is a desire for the
facilities to change ownership, or there is a name change of the Applicant, a formal
Authorization to Construct request must be submitted to the Director of Engineering
accompanied by an application fee, documentation from the parties involved, and other
supporting materials as may be appropriate. The director reserves the right to approve or
disapproved the request based on the formal Authorization to Constructs merits.

Permit issued this the 12th of February, 2019.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
DigitallS u e Hyde, Date:
9.02.2 1y :50 Hyde
Oate: 2019.02.28 12:50:37
-05'00'
M. Sue Hyde, Director of Engineering
City of Concord
By Authority of the Environmental Management Commission
Permit Number: 18-1129518

Project Title: Kensley Subdivision
Project # 2018-060 ATC Permit # 18-1129518 Issuance Date: February 12, 2019
WSACC Rocky River WWTP #NC0036269 Cabarrus County, North Carolina
ENGINEER'S CERTIFICATION
I
Final Cert [Kensley Subdivision wastewater collection system extension consisting of approximately 1,832.29
linear feet of 8-inch (❑ PVC _DI)- sanitary sewer with 10 manholes and other appurtenances to serve 30 single family
4-bedroom homes, located off of Eva Drive NW, with a domestic wastewater discharge of 14,400 GPD.] (** Provide the
constructed system summary pertaining to this certification in the table provided on this form. For projects with multiple
partial certifications, the summary should only include the portion of the system that was not previously covered in prior
certifications.)
Partial Cert (** Provide the constructed system summary pertaining to this certification in the table provided on
this form.)
1, , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe or a representative under my supervision having been authorized to observe (
periodically, _ weekly,
full time) the construction of the project:
Kensley Subdivision on Eva Drive, Cabarrus Co.
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 and intent of this permit, 15A NCAC 02T; The
Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Water and Sewer Authority of Cabarrus County's standard technical specifications; the City of Concord's ordinances, policies, and
technical specifications; the approved plans; and other supporting data materials.
Signature
Comments:
Registration # Date
(Complete the Certification Summary Table on page 2 of 2)
Engineer's Certification Form Page 1 of 2
(seal) .

Engineer's Certification Form
System Summary Table
Project Title: Kensley Subdivision
Project # 2018-060 ATC Permit # 18-1129518 Issuance Date: February 12, 2019
WSACC Rocky River WWTP #NC0036269
Cabarrus County, North Carolina
Public Wastewater Collection System.Summaay:
{Description of infrastructure,covered in this certification}
Total Lots
Total Manholes
Total GPD
GPD Calculations:
The Specific Lot Numbers Covered in this Certification:
Pipe Summary
Footage
Pipe Size
Footage
Pipe Size
Footage
Pipe Size
Required Enelosures FOR PARTIAL'& FINAL Approvals:
1 original and digital copy of the Engineer's Certification form executed by
the Engineer.
I i
1
City of Concord — Design Variances Request
with supporting documentation.
1 printed copy and 1 digital copy of the recorded Record Plats, Easements,
& Deeds, as applicable, in black and white pdfs.
n
Sealed Pump Station As -built Calculations,
as applicable
❑
1. printed copy and I digital copy of the SEALED RECORD DRAWINGS in black and white pdfs: (24" X 36" sheets)
(Sealed "ASBUILTS" by Engineer & RECORD DRAWINGS by Surveyor) in PDF and ACAD format.
(Engineer's Certification Form Page 2 of 2)

VEIT
NORTH CAROLINA
High Performance Living
,-J a 1111iiliii■ii1111
635 Alfred Brown Jr Court SW, P.O. Box 308, Concord, NC 28026-www.concordnc.gov
February 12, 2019
Niblock Homes, LLC
Mr. William T. Niblock, Registered Agent
759 Concord Parkway N, Suite 20
Concord, North Carolina 28027
Subject: Complete Application Package Receipt
Wastewater Collection System Extension/Modification
City of Concord Project Title: Kensley Subdivision
City of Concord Project # 2018-060
Receipt Date: January 14, 2019 (WSACC dated January 9, 2019)
January 4, 2019 (Approved Drawings)
January 4, 2019 (Application)
Engineering Plan Seal Date: December 21, 2018
WSACC Rocky River WWTP #NC0036269 City of Concord, Cabarrus County, North Carolina
Dear Mr. Niblock:
This letter is to confirm that the submitted application package consisting of the Kensley
Subdivisionengineering plans and specifications, as prepared and sealed by Donald L. Munday,
NCPE, with Piedmont Design Associates, for the Kensley Subdivision wastewater collection
system extension consisting of approximately 1,832.29 linear feet of 8-inch sanitary sewer with
10 manholes and other appurtenances to serve 30 single family 4-bedroom homes, located off of
Eva Drive NW, with a domestic wastewater discharge of 14,400 GPD; has been deemed
substantially complete.
In accordance with City of Concord's approved local permitting program for wastewater
collection system extensions and the City of Concord Code of Ordinances, Section 62 - Article
III; you have fulfilled the preconstruction requirements by attending the preconstruction meeting
on Tuesday, February 12, 2019.
Engineering
Phone [phone] to Fax [phone]

If you require additional information concerning this matter, please contact Gary
Stansbury at [phone], or Sherri V. Moore at [phone].
Sincerely,
City of Concord
C Digitally signed by
Sue H yd Sue Hyde
_Datt; 2019.02.28
it 12:50:59 -05'00'
M. Sue Hyde, NCPE, Director of Engineering
Cc: Project #2018-060
E-Copy:
Gary Stansbury, Construction Administrator, stansburvgia;concordnc.gov
Piedmont Design Associates, PA
Donald L. Munday, NCPE
125 East Plaza Dr.
Suite 101
Mooresville. NC 28115
[e-mail]
P) 704-664-7888
2 of 2

NORTH CAROLINA
High Performance Living
__.1D0hIliilIl l l 111 1111 1 1
635 Alfred Brown Jr Court SW, P.O. Box 308, Concord, NC 28026-www.concordnc.gov
FLOW REPORTING AND NCDENR REQUEST FORM
(PROCEDURE 4 REQUEST FORM)
Date: February 12, 2019
DIRECT TO:
North Carolina Department of Environmental Quality
NC Division of Water Resources- Water Quality Permitting Section
Wastewater Branch - PERCS Unit
Ms. Deborah Gore, PE, Unit Supervisor
1617 Mail Service Center
Raleigh, NC 27699-1617
I. Applicant Information:
1. Applicant's name: City of Concord
2. Applicant's address: 850 Warren C. Coleman Blvd; Post Office Box 308
3. City: Concord State: North Carolina Zip: 28026-0308
4. Telephone #[phone] Facsimile #[phone]
5. Owner's or official's signature (15A NCAC 2H .0206(b)):
/\0igit3Hy signed b
M. Sue Hyde, P.E., Director of Engineering
II. Project Information:
1. Project Title: Kenslev Subdivision— (CoC Project #2018-060)— Lots: 30
2. City of Concord Permit #: 18-1129518
3. Brief description of the project: The Kensley Subdivision engineering plans and specifications, as
prepared and sealed by Donald L. Munday, NCPE, with Piedmont Design Associates, for the wastewater
collection system extension consisting of approximately 1,832 linear feet of 8-inch sanitary sewer with 10
manholes and other appurtenances to serve 30 single family 4-bedroom homes, located off of Eva Drive
NW, with a domestic wastewater discharge of 14,400 GPD.
4. What is the quantity of flow that will be discharged? 14,400 GPD
5. Flow type: ® Domestic 100 % ❑ Commercial 0 % ❑ Industrial 0 %
III. Wastewater Treatment Facility Information:
1. Owner and name of wastewater treatment facility (WWTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility—#NC0036269
❑ Muddy Creek Wastewater Treatment Facility —#NC0081621
IV. Where will the new line be connected:
❑ Directly into a WSACC Interceptor ® Into the City of Concord's existing collection system
❑ Into a private line
1. Describe the location of the line to which the new line will connect: The proposed 8-inch sanitary sewer
extension will tie-in to the existing 8 and 24-inch sanitary sewer system, which extends to the 48-inch RCP
material WSACC Irish Buffalo Creek Interceptor
2. Which WSACC Interceptor will the flow be discharged into: 48-inch RCP material WSACC Irish
Buffalo Creek Interceptor
Enclosures: WSACC Flow Acceptance Letter
Engineering
Phone [phone] • Fax [phone])

WSACC
ISO f0413 4 + NC i P Secti • �HSif51,^ 28lI
January 9, 2019
Mr. Lloyd Payne
City Manager
City of Concord
P.O. Box 308
Concord, NC 28026-0308
Subject: Flow Acceptance Request — City of Concord
Kensley Subdivision
Dear Mr. Payne:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy:
Concord, NC 28027
704.786.1783 • 704.795.1564 Fax
www.wsacc.org
This is a notice of capacity for the flow acceptance request received by the Water and Sewer Authority of Cabarrus
County (WSACC) from the City of Concord on January 8, 2019. WSACC has or will have capacity at the Rocky
River Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport and treat the domestic
wastewater from the proposed project entitled Kensley Subdivision, located off Eva Drive NW. The referenced
project will serve a residential subdivision with 30 single-family 4-bedroom homes, with a projected wastewater
flow of 14,400 gallons per day (gpd). The wastewater generated by this project will be conveyed through a
proposed gravity system, through the existing gravity system, and then enter WSACC's system at the existing 48-
inch Irish Buffalo Creek Interceptor. WSACC acknowledges it has or will have capacity for wastewater from the
proposed development based on information provided by Piedmont Design Associates (Civil Engineer for the
project) using North Carolina Department of Environmental Quality (NCDEQ) wastewater flow guidelines.
The WSACC Capital Improvement. Program (CIP) has been on pay as you go since Fiscal Year 2005 — 2006,
funding Capital Projects entirely from Capital Reserves, and WSACC expects to continue thispolicy into the future.
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 list and schedule of CIP projects are tentative and are revised
periodically to reflect changing conditions and needs.
If construction of this project does not commence within two (2) years of the date of this notice, the notice is
rescinded and a second request and notice will be required before flow capacity is accepted. Please notify WSACC,
in writing, when construction of this project is initiated. This sewer capacity allocation may also be cancelled
pursuant to the conditions set forth in the WSACC Sewer Allocation and Commitment Policy.
Please note that the final commitment to service to provide wastewater treatment services shall occur upon
application for a building permit for the project and when system development fees are paid pursuant to N.C.G.S.
§162A,-Article 8.
If you have any questions, please call me at [phone], extension 104.
Sincelsly,\
"J. Thomas Hahn, PE
Utility Systems Engineer
cc: Sherri Moore/Concord
Donald L. Munday, PE/Piedmont Design Associates
Michael Wilson/WSACC
Tim Kiser, PE/WSACC.
Chad VonCannon, PE/WSACC
Mark Lomax/WSACC

WASTEWATER FLOW ACCEPTANCE FORM
FORTlE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction RequestingFlow Acceptance: Date: .January '4 2019
1lCity'ofConcord ['City of Katmapolis ❑Tow_n of Harrisburg ❑Town of Mt.Pleasant
❑Charlotte=Mecklenburg Utilities
Project Title, Description, and' Number' of Lots/Unit:
Project Title:'Kenslev Subdivision— (CoC Protect #2018-060)
Description; The Kensley Subdivision engineering plans and specifications, as prepared and sealed by Donald L.
Munday. NCPE, with Piedmont Design..Associates, for the wastewater collection system extension consisting of
approximately 1.832 linear feet of 87inch sanitary sewer with 10 manholes and: other appurtenances to serve 30 single.
family 4bedroom homes. located off of Eva Drive NW. with.a domestic wastewater discharge of 14;400 GPD.
*Number of Lots: 30. OR *Number of Units: *Must be included in request:
Where will the new line be connected:
El Directly into a WSACCInterceptor
Into the. Jurisdiction's existing collection system
❑ Into a private line
Describe the location of the -tie-in line to which, the new sewer line will connect: The proposed 8=inch sanitary sewer
extension will tie-in to the existing'8 and 24-inchy sanitary sewer system, which extends to the 48-inch RCP material-
WSACC Irish Buffalo Creek Interceptor -
Which WSACC Interceptor will the flow ultimately be discharged into: 48-inch-RCP material WSACC Irish Buffalo
Creek Interceptor
What is the WSACC manhole number that the flow will be discharged into? +1-Node 011 t15
-What is the quantity of flow that will be discharged? 14,400 GPD
Flow type:
Domestic 100 °f . ❑ Commercial % ❑ industrial
0/0,
Name of wastewater treatment facility (WWTF) receiving wastewater:
►1 Rocky River Wastewater Treatment Facility —Permit #NC0036269
❑Muddy- Creek Wastewater Treafinent Facility— Permit.#NC0081621
Design drawings of new lines will be submitted to WSACC with the request for acceptance. Drawings can be submitted
as a digital file (DWG) or. distance and bearing starting with thetap on existing infrastructure.
If the new line is -to connect directly into a WSACC interceptor; detaileddrawings including specification of the tap, will
be required before flow acceptance will be provided.
Mark Lomax at 704-786-1783; ext. 23.1, Must be. notified 48 hours in advance ofa connection into a.WSACC interceptor;
WSACC Will. inspect:connection before, during; and-aftercompletion,
If. construction is not started within two (2) year from the date of approval of the flow acceptance for this project; -the
approvalis rescinded anda second-requestand approi al will be required for the project.
WSACC USE ONLY:.
DATE:- 119l 7,06
p Current se�weg i odel show ,an Interceptor as being surcharged::southof the manhole in question.
Approved kit, s lAlisJ ❑ Not Approved
❑' Current Sewer Model shows: .gffi vy r i' FXL Fi S CA VIA c I Fogt. 19 ' uo 6-At 1.odS
vflt QA'S; kr F"-I+sbc' Dpkie' FL(r'a cbr4 w I rn4i

51a>te of Atoms Cangina..
Department aflnv roam nta1
l3avgsitcr x,of Wafer lie cturc s.
racExtension p fllc taous.
(FTS a411G.
Sec on L Name of ate ater treatment
1d oek River Vastetivnter Treatiite itt Facility Pern}it #NCOa36269
0 Muddy Creek'4 !astebvater Trreatme nt Facility
awing waste!
vv t°r: vtttty;; s LiDLLe uF u,.ws xviGD: 20.06 -
Estimated olitigated flow `-nofyet trit%ikiary,to the WWTP, MGIi:: _= .. I; 848
.;;s aciatalavg �daiIysilow,:M D 24:Q70 (75.7. f
4%af
specific request, MOD. .
Total ae rial and,obligated, o acility, MGD.
Sectini
route
a0P-4 }>E1'64*,"
Fmru�rtj<:
Jurisdiction's CoritleCtio l point
Apprcix. Ca
nerage:raair}
1194-
CC)
061t`gated '1 4t^'fet
Tabaiaryl7atry g —
0:493
Trte,l iri Ca cety,of an pvinp fstlen a ,defined"as rite masrinrrnt pumped lioiv tbat.cambeachrevedwith the`targest pump°:tar e
* iesr m:'Avetpge Diiiry brow rs th f rm.capac�ty; of`the.pump atAiion divided rig a peukin faMar not iess th n 2.5:.
;pin Assessment+ldiend"umshi1 beptfach`ed`forcaehpumpstationhtcatciibetweentthcprojeet,eonnectonpointsnd`tlie
cation` Statement:
ahn PE, certify tq the • best'ofmy;knowledge.that'the additiontT of e volume of{ wastewater,` to be pe
.,
as been evaluated;along the route from..the connection to the WSACC ,uiterceptor;,to the; receiving
nt anefactiztyand that the `flow from his p%lect is not anticipated to cause any capactty°related suit:
or overburden arty downstream-pwnp station en°route to the'receiving treatment plent->.inder normal
races, given the impleni ntatton-of the -planned tmprovements tdenitfiedin the planning assessmernt where
appltcabie 'This analysis {has been performed rn aecardanee with local ;established` policies and procedures ong t%e best:
available daiax i'hts ci~rtificatton.applies:toothose items listed above m Section Z and Section IL ►ins all attached planning
sessment,�addendums for which t am the responsrble=party Signature of this �ftirm indicates W4200s guarantee of
capacity'for this wastewater flow. Notwithstanciiug`the;guarantee ofcapacity, WSACC .toes not niake a ,cotnnhitment to z
service ibis wastewater flaw until a buald rag permlt is; requested"through:the Cabarrus�County Building lnspecti`ons-
D,epartment.artd± VSA C',receivesspa}nrient 9f the Systeitt peyeIopment pee
,TotaL Current.
PJu"s Obligate;
MILD,
ere:Avasfshie:
Availabtg„
Capa g
MG4
4.738
p%4t
ring 0f iql ;gn uure'"
ae'

State of North Carolina
Department of Environmental Quality
"ciiir:' Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
(JURISDICTION USE ONLY)
Kensley Subdivision —Project #2018-060
Jurisdiction Requesting Flow Acceptance for Collection System:
®City of Concord ❑City of Kannapolis Town of Harrisburg ❑Town of Mt. Pleasant
❑Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Kensley Subdivision— (CoC Project #2018-060)
Description: The Kensley Subdivision engineering plans and specifications, as prepared and sealed by Donald L. Munday,
NCPE, with Piedmont Design Associates, for the wastewater collection system extension consisting of approximately 1,832
linear feet of 8-inch sanitary sewer with 10 manholes and other appurtenances to serve 30 single family 4-bedroom homes,
located off of Eva Drive NW, with a domestic wastewater discharge of 14,400 GPD..
What is the quantity of flow that will be discharged? 14,400 GPD
Flow type:
❑ Domestic 100 % ❑ Commercial
❑ Industrial
OA
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Interceptor connection point.
Pump Station
(Name or Number)
Firm Capacity *
MGD
(A)
Design Average Daily Flow **
(Firm/pf)
MGD
(B)
Approx. Current
Average Daily Flow
MGD
(C)
Obligated, Not Yet
Tributary Daily Flow
MGD
(D) = (B+C)
Total Current Flow
Plus Obligated Flow
MGD
(E)=(A-D)
Available
Capacity***
MGD
N/A
* The Firm Capacity of any pump station is defined as the maximum pumped flow that can be achieved with he largest pump taken out of service.
**Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor not less than 2.5.
***A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWTP where Available Capacity is < 0.
Section II. Jurisdiction's Certification Statement:
I, M. Sue Hyde, certify that, to the best of my knowledge, the addition of the volume of wastewater to be permitted in this
project has been evaluated along the route to the receiving WSACC interceptor; and the flow from this project is not
anticipated to cause any capacity related sanitary sewer overflows or overburden on any downstream pump station in route to
the receiving WSACC interceptor normal circumstances, given the implementation of the planned improvements identified in
the planning assessment where applicable. This analysis has been performed in accordance with local established policies and
procedures using the best available data. This certification applies to those items listed above in Section I plus all attached
planning assessment addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer
capacity. Signature of this form indicates acceptance of this wastewater flow.
Digitally signed by Sue
Sue H y d ebate: 2019.01.08 13:42:03
-05'00'
Jurisdiction's Signing Official Signature Date
Revision Date: 08/09/13

ZIT
NORTH CAROLINA
High Performance Living
TiDQl1IIUU■■l■IIIIII
850 Warren C. Coleman Blvd., P.O. Box 308, Concord, NC 28026 - www.ci.concord.nc.us
RECS IV E D/ N C D E N R r I?W R
JAN 16 ?_Uld
January 11, 2018
NC Department of Environment Quality
Division of Water Resources — Water Quality Permitting Section
Pretreatment, Emergency Response, and Collection Systems Unit
Mr. Michael Parker
610 East Center Avenue, Suite 301
Mooresville, NC 28115
WOPOS
'MOORESVILLE.. Rr G,;1'Oi`WAL OFFICE
Subject: NCDENR DWQ - Delegated Program Flow Tracking FSTE 10/07
City of Concord Delegated Local Permitting Program
Public Wastewater Collection Systems
Cabarrus County, North Carolina
Dear Mr. Parker:
Please find attached a flow tracking report entitled "City of Concord Annual Flow
Tracking (FSTE 10/07)". This flow tracking report provides a list of each public wastewater
collection system "Authorization to Construct" permit that was issued during the past ten years
and indicates the project permit number, project name, the obligated wastewater flow that was
allocated with each permit, the wastewater flow that has been made tributary to the WWTP and
the estimated wastewater discharge that is not tributary to the WWTP.
In 2017, the City of Concord has issued a wastewater discharge obligation of 166,005 GPD with
a 2,160 GPD tributary wastewater discharge that will be treated and processed by the Water and
Sewer Authority of Cabarrus County (WSACC) Wastewater Treatment Plants. The non -tributary
wastewater discharge, obligated but not released, is 163,845 GPD.
From 2006 through 2017, the City of Concord has a total obligated wastewater discharge of
3,537,213 GPD, a tributary wastewater discharge of 2,848,885 GPD that will be treated and
processed by the Water and Sewer Authority of Cabarrus County (WSACC) Wastewater
Treatment Plants and a non -tributary wastewater discharge of obligated but not released flow of
688,328 GPD.
Please note that the City of Concord was approved on October 8, 2003 to issue permits for the
construction and operation of new public gravity sewers, pump stations and force mains and
modifications to proposed or existing public gravity sewer lines, pump stations and force mains
located within the corporate limits and areas of extraterritorial jurisdiction that the City will own,
maintain, and/or operate. The multi jurisdictional interceptors and the wastewater treatment
Engineering
Phone [phone] • Fax [phone]

plants that transports and processes the City of Concord's wastewater is maintained and operated
by the Water and Sewer Authority of Cabarrus County (WSACC) by contractual agreement.
If there are any questions regarding the information presented in this report, please contact me at
[phone].
Sincerely,
City of Concord
M. Sue Hyde, P.E.
Director of Engineering
Enclosures: City of Concord Annual Flow Tracking (FSTE 10/07)
cc: Files - Delegated Application Package Booklet.
NC Department of Environment Quality
Division of Water Resources
Mr. Matt Matthews, Section Chef— Surface Water Protection
1611 Mail Service Center
Raleigh, NC 27699-1611
NC Department of Environment Quality
Division of Water Resources — Water Quality Permitting Section
Pretreatment, Emergency Response, and Collection Systems Unit (PERCS)
Deborah Gore, PE, Environmental Supervisor
1617 Mail Service Center
Raleigh, NC 27699-1617
E-Copy: M. Sue Hyde
Engineering
Phone [phone] • Fax [phone]

City of Concord Annual Flow Tracking (FSTE 10/07)
2007-2017 Summa
ry
WSACC WWTP:
WWTP Permit Number:
Rocky River WWTP
NC0036269
Obligated Flow (GPD)
2007-2017 Tributary Flow
(GPD)
Non -Tributary Flow (GPD)
2006
559,524
559,524
0
2007
782,161
667,481
114,680
2008
320,053
320,053
0
2009
119,470
119,470
0
2010
48,710
48,710
0
2011
5,817
5,817
0
2012
214,256
214,256
0
2013
90,882
90,882
0
2014
414,689
393,809
20,880
2015
168,664
128,080
40,584
2016
436,632
220,773
215,859
2017
166,005
2,160
163,845
Total
3,326,863
2,771,015
555,848
Rrnnrfed Information
based on the 2006. 2007. 2008.
2009. 2010.
2011.
2012.2013. 2014.
2015. 2016. & 2017 NCDENR DWQ Quarterly Reports and
2007, 2008, 2009 2010, 2011, 2012, 2013, 2014, 2015, 2016, & 2017 Certifications
City of Concord Annual Flow Tracking (FSTE 10/07)
2007-2017 Summary
WSACC W WTP:
Muddy Creek
WWTP
WWTP Permit Number:
NC0081621
Obligated Flow (GPD)
2007-2017 Tributary Flow
(GPD)
Non -Tributary Flow (GPD)
2006
0
0
0
2007
0
0
0
2008
62,770
62,050
720
2009
0
0
0
2010
0
0
0
2011
0
0
0
2012
0
0
0
2013
0
0
0
2014
0
0
0
2015
64,440
7,560
56,880
2016
83,140
8,260
74,880
2017
0
0
0
Total
210,350
77,870
132,480
Reported inform ion based on the 2006, 2007, 2008, 2009, 2010, 2011, 2012, 2013, 2014, 2015, 2016, & 2017 NCDENR DWQ Quartedy Reports and 2007,
2008, 2009, 2010 2011, 2012, 2013, 2014, 2015, 2016, 5 2017 Certifications
Rocky River & Muddy Creek WWTP Totals
Obligated
3,537,213 GPD
Obligated
3.537213 MGD
Tributary
Tributary
2,848,885 GPD
2.848885 MGD
Non -Tributary
688,328 GPD
Non -Tributary
0.688328 MGD

City of Concord Annual Flow Tracking (FSTE 10/07)
2006 Permits
Receiving
WWTP:
Rocky River WWTP
PerMit Number
NC0036269
RECEIV EDIN C D G.R R!DW R
JAN g •
WQROS
WIOORESVILLF RE 31-:NA= OFFICE
1 TnnT ?nnT 9hhA.'
9h1
201
2014
2014.
. -
City of Concord ProjectNo.=
Y = .,.:..
. "
City af.Coneord Pemtit :
- Y e
No:
,
: Project Name.. „
. .: ,,
.. ..
Obligated Flow (GPO)
-
- «
_ Wastewater Type
Tributary Flow
iGPD)
-
Non Tributary
--
Flow(GPU), .
Tributary Flow
(GPD)
Non-Trauta ry
GPD
Fluwl )
Tributary Flow
•, ry_ ,_.
(GPD) ' '
- ut
Non TnD -ary
Flow
Trbuta Fbw
-ry _
(GPD)
.Nod-Tributa
_ ,ry
,Flow.(GPO)
Tributary Plow
ry
(GPO)
Non-Tributa :
ry
G
Flow( (GOD)
:Tnbuf
Tributary
GP
(GPD)
Plots
Non -Trio �anr
.low GPD
F (GPO)
Tributary Flow
GPO -
(GPO) , ...
Non:Tributary
-
Flow GPD
(GPO)
TrTuSaryFlow,
,.
GPD
(... )
Non T{�bu{ary
„ .. • .
::Flow GPD
i. )
;' Construction Status
- -
<,,.. .. ...
2005-029 .'
05-1208542
Indian Run Creek Sewer Trunk
0 .
..:
-_ : _ Domestic
0
0
` 0 _
. 0
0
0
0
0
..: e
-0
. 0
: :
0
0
.. 0
' : 0
0 .
100%
2005-033
°
05-1214544
Christenbury Village B-Meadow Wood - - -
'
40,680
-
_
- Domestic .
11,160
29,520
18,000
11,520.
0
11,520
• -0.
11,520..-
11,520 -
0 -.
' 0
0
0.
0 °
0 -
0
' 100%
2005-090
. ..
°
, .'
05-12225461 '
The Villages at Moss Creek Phase 9A
-..-720 `
Domestic
720
• 0
0 - "
0 "
0
0
- 0
0 ,
0
0 -
- 0
0
0
0
0 -
0
- 100%
2006-002
06-0109501
Afton Village Water & Sewer Ext. at Foundry Street -
0 -
Commercial
0 •
0
0
- 0 •.
0 -
0
0
-' 0
- 0
0
0
0•
0
0
" 0
-
0
-
- = 100%
2005-011 ,
05-1219545
Concord Christian Center 8-Inch Sewer -Main @ Manor Ave.
570
-
Domestic.
- 570 •
0
- 0
, 0
-0 .:
0
0
0
0
• 0 •
0
0
0
0
. -- -0 •
0 .
- :100%
2005-074
-
06-0118503 - ."
Laurel Park Subdivision Phase 5 & 6
45,600
Domestic'
45,600
0 -`
0 ,.
° .
0
0
. : 0
0
0
0 °
0
, 0
0 -
. 0
0 .
0
- - ' 100%
2005-081
,
06-0112502' :
Lowe's at Dale Earnhardt Blvd,. ' : ' . ' '
` 26,980
Commercial
. 26,980
- 0
0 - . '"
0 ' :
'0
0
- 0-
' 0 . ,
0 -
,0
0
.0
: 0 _
0
0 - =
0
100%
2005-084A
.."
06-0120506
Cabarrus Plastics, Inc, (Zion Church Rd,) Sewer Ext,
835
Domestic
835
0
• 0
0 ;
0
0 _
. 0
0
0
0
0
-
0_
0
- 0
- 0-
0
•
- 100%
2003-038
05=1208543
Hearthwood Subdivision r
59,400 I
* Domestic
•-
0 •
.. 59 400
22,200
' •-37;200
-• 0
37,200 •-
. 0
37,200
--17,400
19,800
- 0
•.-
19,800
-
15,000 • •
4 800
4,800
'•
0 •
• • - 100%
2005-036
06-0120505
Christenbury Village D
31,320
Domestic :
17,280
14,040 :
14,040
0
. 0
0
0
0
0
0 '
: 0
- 0
0
0
0
0
100%
2005-027.
"-
06-0327508:'-.
Kings: Grant Sewer Replacement '` •• :� _'"
-
,0
,
Domestic'
0 -,
0
0
-'0
0'
0
0 • -
0
0
0
0
0 '
0
0
•
: 100%
2004-048
•
06-0118504
Fourth -Street Sewer Replacement :-
-
- -.'
0
"
• Domestic
:0
0
0
0
0
'0
0 '
0
. 0
0
" ' 0
'
0
0'
0
0
0
,
- 100%
2006-013
06-0406510
Tribek-Shopping. Center at Pitts School Rd, & US 29. ' . `
..'
.'
14,569..
, -
•
- _. '.Commercial
_
14,569 '
0
' - 0,
0 .
0
0
. •'0. -
.0
0 .
0 ..
• 0
- 0
0
1004
2003-072
..'
06-0536512
Hallstead Subdivision Phase 1
74 160
...' ' Domestic .
41,600
' 32,560 .
'32,560
0
0 '
- 0 -
•- 0 `..
' ' 0 .
0 •
0 -
0
0
0
0
0
0
- 100%
2001-005
y°
06-0602513 I'
.
Corban Streetllce Plant Sewer Realignment : - '
0
-.
Commercial
0
0 ''
<:0 -'
0 "
0
•'0.
b
. 0 -
0
- 0 -
- 0
' ' 0
-0-
0 --
•
:..0
0
- '. 100%
2005-066
06'0530514
Meridian Subdivision .. • - -
5;760
'
Domestic--
0
5,760-
5,760 -
0
„ 0
"0
�0
- 0 `- -
- 0 "
- 0
- 0
.
-{'0
0"
' 0
0'
0
' - 100%
2006-006 •
06-0303507
The Villages at Moss Creek Phase 91- ' °
9,000
' -' Domestic
9,000
0
' 0 .,
- "0:
0
0 ' •
0
- 0
_ 0
- -.0 :
0-
= -
0
0 - ,
0 .
" 0
0
- 100%
2005-021 =
06-0630515 ' '
Magnolia Crossing Subdivision Modification ::.
" "
1,680
•
' .Domestic " '
: • .
1,680
- 0
.. 0
'
;0
. 0 ' ,
0
0
- 0
- -0
'b-.-
0
°:'
0
0 . '
" 0
-
="0".
0
- " 100%
2006-024
'."
06-0807517
Cannon Crossroads Shopping Center - ' - '=
46,255
Commercial
.46,255
0 '
0 '.
0
0-
. 0
': 0 `
0
0 -
. 0
' 0
-
"0' .
0
.° 0
0
' 100%
2006-044
.-
Afton Village:Parcel602/604-: ':
23,520
Domestic
11,520
12,000
12,000 _`
0
0
0
' '0
0
0
0
-. 0
-:'0
0:`-
`.0
0
0
„ 100%
2006-035
-
-:.-06-0828518
06-0822519
Loaves Motor Speedway -Sanitary -Sewer Relief TieOver •
.
-'
0
•' .
* - 'Commercial •
- ' -
0
0
: -' 0
0
0 •
0
0 -
i 0
- • "0.
0 _
- 0.
- -
0 '
'
0
- 0
0
0 •
100%
2006-014
06-0512511
Chelsea Park Sub. Sewer Extension -
0
' Domestic .
0
0
• ` 0
. '
0 -
0 '
0
^ ° 0 -
• 0
0
0 '
. 0
0
0 .
' 0
" 0
0
'
2016 Allocation Reconciled to
Zero. Not to be Constructed
2003-082
-
.
06-0913520' '
Skybrook'Village North(AKA Laureldale Subdivision Phase 1)
'
87,840
-
Domestic
36,720
51,120
26,280;
24,840 ,
0
- 24,840
,3,960
20,880-
0
20,880. ':
0
•22,330
'20,880
0
"A...
0
lots Eliminated "
2006-047
•
06-1003521
Convention Center Plaza -'
50,475
' . Commercial. •
50,475 ,
0
- 0
:
0 '
0;. •,
0
- 0.
0
0
.0 -
-'- 0
- -
0.
-
0 -
- % 0
- 0
0
100%
2006-028
-
06-0612514
Carl Furr Elementary School. Public Water & Sewer Main 0xt
:
- "
13,200
- : ":Commercial " .
` :
13,200
0 ",
. 0
"0
0 ' .
0'-. -
. 0
• "-, 0
_ ;: 0
...00
"0
. ".-
0
0
: - 0
`,I0
0'
- " 100%
..
2006-029
06-0720516
Oxford Commons Commercial Site •'
t•5'960
- Commercial
5,960
, 0
0
0
,- .0
.0
.0 -
0
0 .-
0
0
0
0. .
'0r-
0
'"100%
2006-034
06-1031523- „
Concord Retirement Residence at>Branchview - `.
`21,000
-"
Commercial
0
21,000
21,000 "
0 :
.. 0
0
' : 0 '
- 0 _
0 • _ .'
0
_ 0
_ 0
0
0
_ ° 0 `
0
_ 100%
2006-031 -..
.
06-1207530
Concord Interceptor Tie -Over Tower Circle NW Sewer Connection
Ph.-1 - : ...-..:
-
. 0 .'.
- _'..Industrial '..
0 •
.: 0
.' :0
.0
-
•=0'....
0.
0
-
0
0
'0.'t-'
0
0
0 ..
0
*..0
0
.
100%
2006-031
s
06-1122527
Irish Buffalo Creek Concord Sewer.Tie=Ovens Tower Circle NW Ph.
2 '
0
-
Industrial
-
0
" 0
0
0
0 • :
0
0
0
0
0 •
0
-
0
0
- - 0
-0
0 -
100%
"`
2006-031 -
^
.
06-1130523 -
Irish Buffalo Creek Concord Sewer Tie Overs Tower Circle NW "--"
Ph.1A .. . ..- .- "..r
0
,...
-
Industrial.
-
0
0
__
0
0
- -- 0
0
, 0
0....-,
0 .
0
"0
0,-.`
'
per.
0 .-.
.-0.
0 -
- 100%
2006-031
'
06-1025522 -
Irish Buffalo Creek Concord Sewer Tie-Overs- Ph.5 , ::'.
-
0
-
- Industrial =,_
0;
i 0
0
-
'.0 -
0 '.:
0
0 -
0
- 0
- 0
0
' -
0-
- .. 0
0`
0
-
- - . 100%
Total•
Reported information based on the2006 NCOENR DWG Ouartedy Reports and 2007. 2008. 2009. 2010, 2011, 2012, 2013, 2014, 2015, 2016. 82017 Certifications
2016 Tributary Total
2016 Non Tributary Total
559,524
334,124.
225,400
151640,
73,560'.. ;
73,560 '
'3,960 _
69 600 . -w28,920 .
40,680
42,130
35,880 _ 4,800
559,524
0

City of Concord Annual Flow Tracking (FSTE 10107)
2007 Permits
Receiving W WiP:
Rocky River W WTP
Permit Number.
NC0036269
City at Concord
Project Na.
oty rcacard Per dtN.
Project Name
OElyatd Flow(OPO)
vlastwatrTypo
Wormy How
(GM
Nao-Tdhutiy
Flow (GPO)
sown,.
(GPO)
Gon.Thippory
Flow(OPO)
Thbutry Flaw
(GPO)
...mobutry
Flow (GM
Tbutry now
(GPO)
Non-Tdb bW
How (OM
Tnlvtry Flow
(GPO)
No.Tritrtary
Flow(GPO)
Tributary Flow
(GPO)
Noi.Tdbwry
Flow(OPD)
Tribatry Flow
(GPO)
Non.TrIlortary
Flow (GPO)
TrhWtry Flow
(GPO)
NonTlbuhry
Flow (OM)
Tn'thay Flow
(GPO)
NonTbWry
How(GPO)
Tto..Flap.
(CPO)
Non.TdWtary
Flow)GPO)
Milo.. F..
(GPO)
NamTnbuh,y
Flow(OPO)
Comamolion3Vton
2006-033
06-1122526
Fullerton Place Subdivision Phase 1
44,640
Domestic
0
44,640
44640 '
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
100%
2006-027
' 06-1025524
Cabanas County Law Enforcement Center, Phase 1
7200
Commercial
0
7200
0
7,200.
7200
0
0
0
.0 -
0
0
0
0
0
0
0
0
0
0
0
0
0
100%
2007-003
07-0126502
Ruckus House Learning Center -Moss Plantation Ave. Ext.
8,250
Commercial
8,250
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0 .
0
0
0
100%
2005-062
06-1220533
IMemational Business Park Phase 2 West
16 000
Industrial
16,000
0
- 0
0
0
0
0 _
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0'
100%
2007-005
07-0214505
The Mills at Rocky River Subdivision Phase 1, Pump Station & Force Main
27,120
Domestic
9,360
17,760
0
17,760
0
17,760
0
17,760
0
17,760
360
17,400
0
17,400
0
17,400
11,800
5,600
0
5,600
0
5 600
95%
2006.023
07-0126503
Hampden Village Subdivision
63,360
Domestic
'0
63,360 '
21,600
41760
0
41,760
0
41,760
0
41,760
0
41,760
0
41,760
6,480
35,280
14,760
20,520
' 0
20,520
20,520
0
100%
2006-074
07-0227508
Pebblebrook Circle SW Sewer Extension
1,440
Domestic
0
1440
1440'
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
100%
2006-068
06-1204529
Roberta Meadows Subdivision
11,880
Domestic
0
11880
11880
0
0
0
0
0
0
0
0
0
0
0
0
0
0
- 0
0
0
0
0
100%
2003-070
06-1212531
Roberta Road Sewer Line B Extension
2,880
Domestic
0
2880
0
2 880
0
2,880
2,880
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
100%
2006-056
06-1212532
Concord Airport Business Park -Section 3 Phase 1
13,769
Commercial
' 0
13769
3500
10 269
0-
10,269
0
10,269
0
10,269
0
10,269
0
10,269
10,269
0
0
0
0
0
0
0
100%
2006-049
07-0418511
Oak Ridge Sanitary Sewer Pump Station #29 Abandonment by Sewer Extension
0
Domestic
0
0
0
0
0
0__
•
0
0
. 0
0
0
0
0
0
0
0
0
0
0
0
0
0-
100%
2005-092
07-0219507
Poplar Trails Sand Filter Outfall
6,840
Domestic
0
6840
0
6,840
0
6,840
0
6,840
6,840
0
0
. 0
0
0
0
0
0
0
0
0
0
0
100%
2007-019
07-0517512
St. Charles Avenue NE Sewer Replacement
0
Domestic
0
0
0
0
0
0'
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.
- 100%
2003-038
06-1104525
Hearthwood Subdivision Modification
4,800
' Domestic
0
4800
• 4800
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.. 0
100%
2005-086
07-0614516
Pleasant Oaks Sub. Ph.1 Water Man & Gravity Sewer Pump Station & Force Main
23,180
Domestic
' 0
23180
0 -
23.180
0
23,180
0
23,180
0
23,180
0
23,180
23,180
. 0
0
' 0
0
0
0
0
0
0
100%
2006-059
06-1026524
Oxford Commons Town Homes Phase 1
28,800
Domestic
0
28800
28800
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
_0
0 -
100%
2006-046
07-0215506
Hallstead Subdivison Phase 2
96,840
Domestic
0
96,840
0
96,840
0
96,840
0
96,840
0
96,840
0
96,840
0
96,840
0
96,840
0
96,840
0
96,840
0
96 840
50 %
2007-043
07-0607515
The Mills at Rocky River Subdivision Phase 2
44,280
Domestic
0
44,280
0
44,280
0
44,280
16,920
27360
0
27,360
0
27,360
0
27,360
4,680
22,680
0
11,160
11,520
11,160
5,040
6 120
85%
2006-017
07-0330510
Cedarvale Farm Sub. Ph. 1 Water Main Sewer Main & Pump Station
54,360
Domestic -
. 0
54,360
0
54,360
0
54,360
21,240
33,120
0
33,120
0
33,120
12,240
20,880
10,440
10,440
0
0
10 440
0
0
0
100%
2006-029
07-0625518 -
Oxford Commons Commercial Site Modifications 2
0
Commercial
- 0
0 -
0
0
0
0
0
0
0
0
0
- 0
0
0
0
0
0
0
0
0
0
'0
100%
2007-024
07-0630519
Fullerton Place Subdivision Phase 2 & 3
53,850
Domestic •
0
53,850
20730
33,120
0
33,120
0
33,120
0
33,120
1,920
31,200
0
31,200
0
31,200
31,200
0
0
0
0
0
100%
2006-069
07-0620517
Bedford Farms Subdivision Phase 1 -
23,900
Domestic
0
23900
23900
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
100%
2006-061
07-0606514
Burrage Road Sewer Aerial Realignment Ph. 1
0
Domestic
0
0
0
0'
0
0 '
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0,
100%
2007-060
07-0830525
Glengrove Sub. Phase 5-12
43,560
Domestic
0
43,560
0
43,560
27,000
16,560
3,960
12,600
10,080 -
2,520
0
2,520
0
2,520
720
1,800
0
1,800
0
1,800
0
1,800
100%
2007-055
07-0815524
Concord Pavilion at George Liles Blvd.
5,362
Commercial
0
5362
5362
' 0
0
0
0
0
0
0
. 0
0
0
0
0
0
0
0
'0 -
0
0
0
100%
2006-031
07-0108501
Concord Interceptor Tie -Over Tower Circle, NW Sewer Connection Phase 3& 4A
0
Industrial '
0
0
0
0
0
- 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0 .'
- 100%
2007-006
07-0810526
Sapphire Hills Subdivision
• .21,600
Domestic •
0 '
21600
0
21,600
8,640
12,960
7,560
5,400
5,040'
360
0
360
0
' 360
0
360
0
360
0
360
0
360
100% Lot 24 not to be constructed
2007-057
07-1029531
Graham Drive SW Sewer Relocation Phase 1
0
Commercial
0
0
0
0
0
0 -
0
0
- 0
- 0
0
0
0
0
0
0
0
• 100%
2007-069
07-1005528
The Mills at Rocky River Sub. Ph. 3 Pump Station & Force Main
37,800
Domestic
0
37800
0
37,800
0
37,800
0
37,800
0
37,600
0
37,800
37,800
0
0
0
0
0
0
0
0
0
- 100%
2005-065
06-0621530
Coppertield Phase 2
0
Commercial
0
0
0 •
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Not to be Constructed 2016 Allocation
adjusted to indicate zero flow.
2007-009
07-0208504
The Villas at Winecoff Subdivision
34,560
Domestic
0
34,560
0
34,560
0
34,560
4,680
29,880
0
29,880
0
29,880
0
29,880
8,280
21,600
0
21,600
0
21,600
17,640
3 960
100%
2005-067
' 07-0910527
Hackberry Place Sub. Ph. A
' 6,480
Domestic
0
6480
0
6,480
0
6,480
0
6,480
5,040 .
1,440
1 440
0.
0
0
0
0
0
0
0
0
0.
0
100%
2004-108
07-0604513
The Pointe at St. Andrews
14,760
Domestic
0
14760
0
14,760
0
14,760
0
14,760
0
14,760
14,760'
0
0
0 -
0
0
0
0
0
0
0
0
100%
2007-049
07-1114533
Pleasant Oaks Sub. Phase 2 & 3
50,400
Domestic
0
50,400
0
50,400
0
50,400
0
50,400
0
50,400
0
50,400
0
50,400
0
50,400
0
50,400
0
50,400
50,400
0
100%
2007-070
07-1008529
Crescent Apartments Ph. 1, Public Sewer Ext.
0
Domestic
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
100%
2007-056
' 07-1203534 -
Pendleton Subdivision Phase 1
21,600
Domestic -
0
21,600
0
21,600
0
21,600
0
21,600
0 -
21,600
0
21,600
0 -
21,600
0
21,600
0
21 600 '
0
21 600
21 600 •
0
100%
2006-047
06-1003521 -
Convention Center Plaza Modification :-
- 12,650
Commercial
12,650
0
0
0
0
0--
0
0
. 0
0
0
0
0
0
0
0
0
0
0
0
0
0
100%
Total
782,161 46,260 735,901 166,652 569,249 I 42,840 526,409 57240 469,169 27,000 442,169 18,480 423,689 73,220 350,469, 40,869 309,609 57,760 229,880 21,960 229,880 115,200 114,680
Reported inform.'cn based On Ibe2007 NCDENR 0000uartedy Reports and 2007.2000 2009, 2010. 2011.2012. 2013. 2014, 2015, 2016. S 2017 Cerl2mlims
2017 Tributary Total 667,481
2017 Non Tributary Total 114,680

City of Concord Annual Flow Tracking (FSTE 10/07)
2008 Permits
;
ReceivingWWTP:
Rocky River WWTP
Permit Number:
NC0036269 ..
`.
918
'2018
2
-
;
Cnyof Concord Project Na
"---
mty Concord Pe,mn N0. ...
,
.-..04
'." - _ -
.;
_ ':Pr Name
Beck
Oba9atetl Fiaw (GPD)
'•
.- Wastewatef Type
*
.'.•21108
Tributary Flax
(GPD/,
' 2008: ,'
NPlow (GPO),
Flaw (GPO),
.:, 2009 .-.
Tr,bmdry Flow
IGPOI. .,
zuuu, w
Non-Tnbuta ry
o,ix GPp
fl I I
.-:..,tumu .
Trbila Flow
w
':GPp
I )
_. '.ZU10
Nan-Trlb
o utaw
FlowG D
.. ( P V� ,
__ zuvr :..
TnEuta Flaw
w ..
GPD
..... ( t
xu,. _ :
.Non-Tnbuta
,.. ry.
Flow GPp :
.. ( ...)
<++.,�...
TNbutafy Flow
(GPpI
.i
,..,.
NonTipsars,,
Flmv {GPDI
.,.,,,.. ,.
unarm now
(GP0), .
:,,,, .,,,
Non Tnbutiry
Flow (GPD) _
......
-
Tributary Flow
(GPOI.
Non-TilEnla
:. ry
. Flaw (GPO)
TrlCura�'Flay.
- .
(GPO)
NonTrlbularY
N
Flow (GPD)
Tr EirtarY Flaw
(GPD). _
Non.Tr,butary
,
Flow (GPp)..
Conshuctbn Status
- _.
Lodge Carolinas ..
0 --
Commercial
0 .
0
0
,0
0
0
0..
0.
0
0
- 0 "
0
0
0
0
0
. ] 0
-0 - -
- .. .100
2007-073 -
07-1 l 11532
07-1214537
Great Wolf of the
Thunder Road/Wal-Martat Concord Mil ls Blvd. -
28,288 •
Commercial
28,288
- 0
0
0 -
0
- - 0
0
0
0
0
0
0
0
0
0-
0 -
- 0
0
100%
2007-078 - .
Outfall
; 0
Industrial
0
0_
0
0
0
"0
0
.0
0
0
0
0:
0
0_
0
0
0
0
100%
rwlnuc.tpbeu
2007.020
.07-1214536.
CAT-Hollard Sever . -
0
Domestic
D
0
.:
0 -
0
0
0
0
0
-
_
0
0
_ "
0
0
0
0
0
0
0
0
-
0
3,960 GPD not to be added to
allocation
system (2016 Flow a
Adjusted.)
Ad us ed.)
2002-036 '
08-0208502
Kasen Bluff Subdivision
Relocation-
0- ..
• Industrial
0.,
- 0
0
.0
0
0
0..
0
0
0
0
0
0
0"
-
0.
-
0
0
0,
.100%
2007-058
07-1220539
05-1208542.
•
Florence St. NW Sewer
Sen•er Trunk'Relocation
0
Domestic/Comm.
0
- 0
0
0 - "
0
• ' 0
0
0
0
:' 0
0 , '
0
0
'0
Cl.
0
-
0
0 -
- 100%
2005-029
"
-
•.
Indian Run Creek
Public Sever Main Extension
^ 22,500
Commercial
0
22,500 -
0
22,500
' 22,500 _
0
0
' 0
0 ::
0 '
_ 0
- 0
0 -
0
0
0
0
0
100%
2008-001 ' . `
'
.
08-0213503
-
Cox Mill High School
°
Modification
.: 0
Commercial -
.. 0
0 <
0
". 0
0-
0 -
0 --
: 0
0 - .
0 -
0
-
__ 0
0 .
-
0
0
-
,0 .
--
0
0
100%
2003-061 ._
08-0312506: -
Convention Center Plaza , ,-.
Concord Tie Terminal CoortPhase 6 "' '
' 0
Domestic/Commercial
0
` 0
0
0
0
0
0
0
_
0
0
0 _
-
0
0
0
0
-
0
' 0
0
' 100%
2008-004 '
08-0303504
Iriob Buffalo Creek -Over
Drag Racing Facility at Charlotte.. Motor Speedway.
143,000 ' :
Commercial'
143,000 .
0
0
0 . " :
0
-' 0
0-'
0
0
0
.0 : :
0
0
0
0
0 -
0
0' `.
100%
2008-016 .
.
,
08-0415510 ..
-
SMI's SYHRA
Basin ROC 2100 SW/REE 0100 N Offsite Sewer (Section 2-Gravity Sewer) -
- 0
Domestic/Commercial
0
- 0
0"
0
0 •
0
0 -
0
0
0
0
0 .-
' 0
0 '
' , 0
0
.
2007-053
07-0726523
`
The
Concord Tie- OveRTmver Circle Phase 7 •
0
Commercial/Domestic
'0 '
0
0
' 0
' - 0 '
0'
0
0
0
'0 - ' "
0
• 0'
'
0' -
-0
_ _
0
0
0
' 100 /a
Project Closed ' -
2008-004 _`
. 08-0501514
Irish Buffalo Creek
Square Commercial .. ` '.. -
• 19 825
ommercr c
C 'aUDomesG
19,82&-. -
.'
0
0:
0 . '
0
0
_ .0
0 _
. - 0
0
.. _
0 � - -
0
- 0
0
0
0
0
0.:
59,050 GPD not to be added to '
.
system' 10
2008-006 ..
2008-009 -
-
08-0410509
08-0317507
OS-0501513 `
-.
Edison (Public) , . ,
Barrage Road Sewer. Aerial Realignment Pk. 2 & 3 - •
0:
23378
Domestic/COmmerclal
Commercial
0 -
0
0
23;378
0
23,378
0 -
0
0
0-
0
0
0
0
0
0
0
0
0
0
0 •
0
0
0'
0
0
'0
0
0
' 0
0
0+
0
0
0 -
0
0%
_ 100%
2008-013
Weddingto RoadCammons -
Development Ph, 1B)' -
-. 3.520
Commercial
-. 0
" 3,520 - `
0
'3,520
. - 3,520
0 . '
0
0
0
0
0
0
0
0
0
0
0
0
100.. %
'
2008-015
08-0407511 , .
Concord Regional:Airport (South
Corners: Northeast Corner0utparcel -
• 30.537 -
Commercial
- 0
30,537 -
30,537
- 0
0
_ 0
• - 0
0
0 • '
0
0'
0
0 -
0
0
0
0
0
. 100%
2008-010
2006-047 ...
..'
� �
• 08-0420512
08-0611518
- 08-0606517
'08-0527516'.
' '
�
•:
Christenbury
Convention Center Plaza Modification 2 : "
*hiding Walk SubdivisionrPhase.2 Modification 2.
,_ ,.
Brook Ave. &ChatterCt Outran Replacement ' -
Subdivision Phase 6A
"6.97o •
_ •
2.880 . -'
C mmercial
o
Domestic -
_
6 97 5
2,880
0
• ,
0
0..
..
,• 0
0
- 0 - •
0
0
0
• 0
_ ' 0'
0.
0 "
0
0 -
' 0
0
` 0 .
'0 - -
0
0 -
- 0
0
, 0
0
0
. 0 • -.
0
0 .
- ` 0
0
.0 "'
0..;
• 1. . a
- 100%
.
2004-077 � - -
: 0
'.
9.600
. Domestic '
.. Domestic
. 0
9,600"
-
0
0
0
9,600
-
•.
.0.
0
9,600
, ..
0
0
9,600
_
0
0 .:
9,600
- 0
_ 0
0
'0
9,600
_
'9;600 -
0
0
0
0
*a
.0'
�
0
� 100
100%
.
2008-018
2008:008
08-0404508
Laurel Park .'.
Modification Phase Aand Phase B
11.160
Domestic :
0
•11,160 '
0.
11,160 •.
0
11,160
' '11,160
0
0
0 "
0
0
- -
0
0
0
0 �
0
0
-
100%s
2005-067
"
07-0910527
Hackhem PIace.Subdivision
Drive SW Sewer Relocation Phase land Phase 2
0.
Domestic.... '
0
0
0 `
0 -
0
-
0
_
' 0 . '
_
0
0 -
0
0
0
0
0
0
0
•0
0 ..'
.. 100a/o
2007-057 .
2008-034 ' -'
.
-
07-1029531
08-0819523
'
`
-
Graham :. .
Coddle Creek Market Lots 1 & 8 Water and W asteyater Extension `- ' - ..
Church Sewer Extension '
7.400 ' :
'- 2.300
Commmrael'
Commercial
0
0
- . 7,400
2,300 .,
- ' 0
0
7,400 .
2,300
7,400
0''
' 0
2,300 -
0
0
0
2;300
0
0'
. 0
2,300 `..
- 0
0 -.
0
2300
. 0
'0' -
0
2,300.'
0
0
0
" 2300
• 0
2300
0 ` -
0
- 100
- 100%
2008-037 -
2007-053
" :
08-0808522' -
07-0726523
08-0407511
08-1014527
King's Way Baptist
The Basin ROC.2100 SWfREE 0100 N Offsite Sewer Section 1-Pump Station & Access Road) •
Concord Regional Airport Modification (South Development Phase 1B'& 2)
Kiser Woods Subdivision Phase 1-Modification (formerly Kiser Glen Subdivision' Phase 1)
WellspringVillage
0 -
a .
0
' '.7.250
Domestic "
Commercial :
Domestic
'Commercial
- 0
0 ° ,
0.
, 0
' '0
- 0
0
'7,250; ,
0
0
0 ' -
0
- 0 -
0 ..
0
. .7,250
0
0
0
'0 .
0
; " 0
0
- 7,250 '
0
' 0 '
0
0
0 '
0 :
0 '
:7,250
' 0
- 0
0
0
0
- 0
• 0
7,250
' 0'
0.. :
0
0
0
0 ' .
0
- 7,250
0
0
0 -
0 -- .
0
0
0
, 7,250
0
0-
0
0
0 '
0
J0
7,250
•' 0
" 0
0
7,250 "
0
0 • "
0
0 •
' ' 100%
100%
` 100%
.•. 100%
2008-015 ' .. .
2006-031
'-
2008,026
. ' '
'' ''
:" 08-0711520"
-'.
, • , ,: " - =
1,440
Domestic..:
0 -
- 1,440
-0
1,440
1,440
• 0
0
0• -
- 0 -
0
' 0
0
0
,. 0
0 • -
0
- 0
-0
00%
400
2005-038 -
2006-051 , '_'
:.
05-1122541
08,1211530
Christenbury Village C (Tower Cross ngs)'Modification
Magnolia Sever Replacement - ' - . _ - _
0
Domestic :
0
0
0
0
..
0
,.;.
0
0
.......
0
An.e...
0
w .,
0
4n.en
0'..,:
n
0 . `
40 4.1
0
a ann. .
0
4f55n
0
0
0
Q_550,
0
,9.55/l -
0
9
, /
1
Reported Information based on the 2008 NGDENR DWG Quarterly Reports and 2008, 2006. 2010, 2011, 2012, 2013, 2014, 2015, 2016, 8 2017 GenRrations
2016 Non Tributary Total
,Total, "' e.. 3_20,0531, ;_ _ '200,968 - 119,085..., 53,915 =65,170q 34,860.
2016 Tributary Total 320,053
0

City of Concord Annual Flow Tracking (FSTE 10/07)
2008 Permits
Receiving WWTP:
Muddy Creek WWTP
Permit Number:
NC0081621
2014
2015
2015
2015
2015
City of Concord
Pr Project No.
r
•. -
City of Concord Permit No,
-
- - ..
Project Name
Obligated Flow
(GPD}
Wastewater Type.
Tnbutaryflow
Tributary
(GPD}
-Non-Tributary
Non Tributary.
Flow (GPO)
Tributary Flow:
(GPD)
b uon•Tributa
Flow (GPD)
Tributary Flow.
.(GPO)
N ry
Flow:(GPDj
-
Tribute Flow
ry
(GPD)
Non -Tributary
ry
Flow {GPD}
Tribute Flow
ry
`(GPDJ
Non -Tributary
ry
Flow (GPD)
Tributary Flow
utary
(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow.
(GPO)
Non Tributary
Flow (GPD}.
Tributary flow
(GPO}
Non -Tributary
Flow (GPD}
Tributary Flow
(GPD}
Non -Tributary
Ffow _(GPO)
Construction Status
--
Phase -
60,840
Domestic
0
60,640
0
60840
0
60,840
18,360
42,480
13,320
29,160
7,920
21,240
7,560
13,680
- 12,960
720
0
720
2 lots Not to be Constructed.
Project Closed 10D%
2007-066
2004-043
07-1204535
05-1024538
8addlebrook Subdivision
Tucker Chase Subdivision Modification 2
` 1.930
- Domes0c/Commercial
1,930
0
0
0
0
0
0
0
0
- 0
0
0
0
0 -
0
0
0
0
- 100 %
Total 62,770
Repo rtedinformation based on the 2008 NCDENR DWQ Quarterly Reports and 2008, 2009, 2010, 2011, 2012, 2013, 2014, 2015, 2016, & 2017 Certifications
2016 Tributary Total 62,050
2016 Non Tributary Total 720
1,930
40
60,840
0 60,840
18,360
42,480 13,320
29,160
7,920.
21,240 7,560.
720

City of Concord Annual Flow Tracking (FSTE 10/07)
2009 Permits
Receiving WWTP:
Rocky River WWTP
Permit Number:
NC0036269,
ono
20147
014
, 20
2016 <.
2016
2016..
..., .
,: Concord
CitYa1C n
_ „
le cl No.
;.
.. -
,-.
._
....,
City of Concord Permd No.
Y
Project Name
... _,.
Obligated
+
Wastewater Type
..
'. bate Flow
Tributary
(GPO) ..
,..
NOrTnbuta
N . rY
Flow (GPO) :
.. .
Tributary Flow
(GPp) ,_,
, ..
Non-Trlb :!+tart
Flow (GPO)
Trlbuta Flow
ry
•
'MPG)
_
.
Non-TrbutD)
FlowlGP01 ,
'-
Tributary Flow
GPO
(GPO)
Nan -Tributary
" Flow GPO ::
Flow,(GPO)
-
.Tnbutaryflaw
„.....
GPp.,
i,. )
NanTnbutary
....
FIOWGPD
...., t I
'TrlNaiy Flow
r.
GPO'
,(GPO)
:Non -Tributary
Flow(GPO)",
,...
Tributary Flow:
,- (GPD)
Non -Tribute.....
_ry
Flew(GPO)
.,
Trrlbuta -.Flow,
ry_-
(GPO)
Noh-Tribal
Flow(GPD).
0)
'
Cdnstrucbon Status
- ,
2007-028
08-0731521
Poplar Tent. Rd. 24-Inch Water Line & 8-Inch Sewer Main Relocation -
- 0
Domestic -
0
0
0
0-
0
0
0
0
0
0
0
0
•0
0
0
0
100
.
2005-071
-.
08-1208529
- ..
Irish Buffalo/Downtown Duffel! Replacement - "- -
-
Dom/Ind/Commercial,
-
- 0
- - 0- -
0 -
0
- 0
-0
0 • -
0- -
0
0
0
0
- •
0 -
- 0
.0
0 .
- - - - 100%
2006-060
08-0306505 -
Irish Buffalo Creek -Zion Church 24-inch Sewer Outfall: Upsize Ph.ase1 & Glen Laurel .
Manufactured Housing Community 24-inch Gravity Sewer - • -
- -
- 0
-Dom/Ind/Cormercial
-
0
0
0
,0,
0
0
0
-
- :0
0
0
0
- - 0
0
0
•
. 0 `•
0
'
100%
2009-003
.
- -
09-0122501
Jacobs Landing Town -Homes . ` - - -- - -. -
11,880
Domestic -
0
11,880
0 -' `
11,880 - -
"- 0
= 11,880
0'` -"
11,880
11,880
0
0
-
0
0 -
0
.0
0
100% permit closed -
with 43,800 GPD
nontributary -
2005-067'
..
- "
"
--
07-0910527
Hackberry. Place Subdivision Phase-B Modification 2 ' ' -` -
0
Domestic •
0
0
"'' 0
0
• 0 ,
0
0
-' 0
'0
0
0
0
. 0'
0
"
0 '
0
100%
2008-017
,
:
.'
' 09-03'11503
Wilson -Street NE Sanitary. Sewer Replacement ..:
0 :
Domestic
_0
0 ..
0
0
0
-.0•
0
0
0
. .0
-
•0
0
0
_ 0
-
..0
:0
:.
, 100%
2005-091
09-0401504 (Permit rescinded)
Franklin Avenue Sewer Replacement. •. -
0
.Domestic (100%) ,
0
0
0
0
0
0
0
0
0
0
.
0
- 0'
0
0
-
0
` 0
100%
2009-004
-
09-0202502
Jacobs Landing Commercial Outparcels Water and Wastewater Extension
85,000
- Commercial(4%)
Domestic(96%) •
0 -
-
85,000 '
-
, 0
-. 85,000
0 -
85 000
0
85,000
-
85,000
0
0
-
- 0
0
0
0
0
- - 100%
',
2009-028
09-0521508 -
.-.
Utility Precast of Concord Ivey Cline Sewer Modification (aka Concord .Regional Airport
South Development Phase 18 & 2) ` - ' -
0 '
Industrial (10%)-
Commercial (70 /) - •-
Domestic (20 /)
- 0
0'
0
0
' --_ ° 0
-
- 0'
0 - -
0
0
- - 0
-
0
-
0
' •
0
0
0
0 -
-
• 100%
2007-059
•
- • --
09-0315506
.
Morrison Road Pump Station and'Force Main Elimination
- 0
• - - Domestic (100%) '
0
0
: - 0 '.
'0-
0
0 •
- 0
,.. 0
0
0
0 -
- 0
-
- -0
, 0
- •
P
0
.- • 100%
2009-037
-
'; 08-0808522
Hendrick -Concord Collision Center at Ruben Linker Rd. - _ -
- 4,970
Commercial (100%)
0
4,970
0 - -. -
4,970
0
- 4,970
4,970 -
0
0
- 0
`(
-0-
0
._ -
0
- 0
: 0
- 0
-
- - 100%
2009-020
-
-
`-.
.
09-0626509 ' = '
CC Griffin Middle School (Formerly: Rocky River Middle Schoolyaka Lower Rocky .
River Elementary School .- - - -
, . . -
- 12,000
.:
Commercial (400%)
:0-
-
- 12,000 ---
-
12,000
--'"0-'
-
0"',--
0 -
-• 0 -
0
-- 0 ,
0. -
0
0
0
-0
-'0=:--`--
-
0
. 100%
2009-019
-..-
.
: 09-0415506 —
Crosspointe Baptist Church Private WaterLine& Public Sewer- -
' 2,100'
Commercial (100%)
?0
2;100'
0
2,100 '
'2,100
, i 0
0 :"" -
0
0
' 0 - -
. -0
:
0 ..
0
0
' 0
- '0"
`=
` ' 100%
2008-015
s
- 08-0407511
Concord Regional Airport Modificationr2 (South Development Phase '1B & 2)
3,520',
. Commercial_(100/)
0
- 3,520
. 3;520
'0..
0
0
0
0
0..".
0 -
0
- 0
'.0-
:0
0
- 0
... • 100%
.'
2005-038
.'
- -'<.
' 05-1122541
Christenbury Village C (Tower Crossing,. Modification 2 Phase 1 & 3(2005-038)
0 -
Domestic 100%
0
0
- 0
.' 0
. 0
- 0
0..
0..
0
- :'0
_0
_'
0
0 ,
0
0
0
- , 100
2009-045
-
•09-0826511 -
Christeribury Village C Phase 2 & 4 (2009-045) -
0 -
Domestic 100% -
0
0
0
0
0
-0-
0 -
0
.0
- - 0
0
0
-
0
0
- 0
0 •
' • - 100%
Total
119,470_,
119,470z_' 45,520 - a103,950
2,100
101,850 _ 4,970
96,880 96,880'
Reported Information based on the 2009 NCDENR DWG Quarterly Reports and 2009, 2010, 2011, 2012, 2013, 2014. 2015, 2016,& 2017 Certifications
2016 Non Tributary Total
2016 Tributary Total - 119,470
0

City of Concord Annual Flow Tracking (FSTE 10/07)
2010 Permits
Receiving WWTP:
Rocky River WWTP
Permit Number:
NC0036269
2010'.
2011. 2011 .2012 2012
2013
2013"-
2014
2014
2015
2015
2016
2016
City of Concord Project No.
City of. Concord Permit
No.
Pr jectName
'
Obligated Flow (GPD)
Wastewater Type
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non Tributary
Flow (GPD)
.
Tributary Flow
(GPD)
Non Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Construction Status
2001-005
06-0602513
Corban Street/Ice Plant Sewer Realignment Phase 1& 2
0
Domestic/Commercial
0
0
0
0
0
0
0
0
0
0
0
'0
' 0
0'
100%
2009-054
09-0908513
Cannon Crossroads 8-Inch Sewer Line Extension
11,700
Commercial
0
11,700 -,•
0
11,700
11,700
0
0
0
0
0
0
0•
0
0
100%
- 2009-066
09-1130514
Wexford Pointe Apts. Public & Private Water & Sewer
19,705
Domestic
0
19,705
19,705
0
0
0
0
0
0
0
0
0
0
0
100%
2008-063
09-1211515
Wainut Avenue 15 Inch Sanitary Sewer Line Replacement '
0
Domestic/Commercial
0
0-
0
0
•
0
0
0
0
0
0
0
0
0
0
100%.
2008-023
10-0115501
Brook Avenue, & Charter Court Duffel' Replacement Phase 2
0
Domestic
0
0
0
0
0
0
0
0
0
0
0
- 0
0
0-
100%
2010-012
• 10-0302503 '
East Congregation of Jehovah's' Witnesses
795
Commercial
0
795.
0
795
0
795
0
795
0
795
795' '
0
0 •
0
100%
2010-053
10-0609'506
Rocky River Community Church Public & Private Water & Public Wastewater
1,750
Commercial
0
1,750
. '1,750
0 •
:0
0 ".
0
0
0
0
0
0
0
0.'
100%
2010-003
' 10-0909509
Branch Drive 8 inch Public Sewer
0
Domestic
0
0"-
0
0
0
0
0
0
'0
0
0 ".
0 -
0
0
- 100%
2010-039
10-1101511
Poplar Woods Phase 1 Pump Station & Force Main Abandonment
10 080.
Domestic
0
10,080
10,080
0
0 .
0 '
0
0
0
0
0
0
0
0.
100%
2008-029
10-1101512
Pokeberry Trail Sewer Extension
4,680
Domestic
0
4,680" .
4,680
0
0
0
0
0
0 •
0 .
0 ..
0
0
0
100%
2008-009
08-0317507
Burrage Road Sewer Aerial Realignment Phase 2& 3
0
Domestic/Commercial
0
0
0
0
0
0
0.
0 •
0
0
0
0
. 0
0
. 100
2009-003
09-0122501
Jacobs. Landing Town Homes Modification 1
0
Domestic
0
0
0
0
0
0
0
0
0
0
0 -
0
0
0
20%
2008-004
10-1119516
Irish Buffalo Creek Concord (IBCC) Tie_ Over, Tower Circle NW- Phase 8
0
Domestic/Commercial
0
0
0
0
0
0
0
0
0
0
0
0
0
0'
100%
Total
48,710 - - - 0 48,710 36,215 12,495 11,700 . 795 _ 0 1 795
0 - 795
795
0
Reported Information based an the 2010 NCDENR DWQ Quarter y Reports and the 2010, 2011, 2012, 2013, 2014, 2015, 2016 & 2017 Certifications
2016 Tributary Total 48,710
2016 Non Tributary Total 0

City of Concord Annual Flow Tracking (FSTE 10/07)
2011 Permits
Receiving WWTP
Rocky River WWTP
Permit Number:
NC0036269
7ni7
7r13.
2D14'
2015
2016..
2016-.,
2016.
'Project `
Crtypf Concord No.
�.:
' e it No.
CM1y of Concorde rim
Project Name -
. < -
- ° , _
Obligated Flow {GPD)
. , ,..
. ° Wastewater7ype:. ,
Tributary Flow
•(G
(GPD)
NOmTrbuta ry
" Flow (GPD) -
Tnb Flow. -
uFary
(GPD) _
Non-Tnbuta ry
GPD '
Flow ( )
Tributary Flow
_ :GPD
( ,:. )
Non -Tributary,
Flow GPD
( )
Tributary Flow
GPD ...
-(GPD)
Non Tributary
Flow:(GPD) "
t Tributary Flow
(GPD)
- .
N n-Tributary
. ..
Flow (GPD)
Tributary Flow
(GPD) ,
.. ....
Non Tribunary
. Flow (GPI))
, °
Construction Status:
, ..
2006-052
10-0608505
Larkhaven Outfall 8" Sewer Replacement
0 "
Domestic/Commercial '
0
0
•; 0
0
-' 0
0
0
0
0
0
0 -
0
• =1000/0
--"
2006-052
10=0608505 MOD
Larkhaven Outfall 8" Sewer Outfall Phase 1 & 2 Replacement
0
Domestic/Commercial
- 0:
0 - ,
-0 - •
0
0
0 •
0
0
0
0
0
0
100%
2010-056' '
_
10-072050'7
Concord Shops:8" Wastewater Extension (Weddington Rd & Pitts School Intersection)
642
Commercial
642 .
0
0
0
0
.0,
0
0
0
0
0 :
0
100%
,
2010-073
10-1105515 =
Short Street Sewer. Replacement'
0
Domestic/Commercial
0" .
0
0
0
0
0
0
0
0
0
0
• 0
100%
2009-067
11-0216501
Glen Laurel to Zion Church Rd Sewer Up -sizing.
0
Domestic
` 0
0
= 0
0
'0
0
0
0
0
0
0
0
100%
2009-068
11-0218502
Cascade Sewer Aerial Elimination
0
Domestic/Commercial
0- .
0
0
0
0
0
0
0
0
0
0
0
100°
2005-033
05-1214544 '
.
Christenbury Village B (Meadow Wood)
1,800
Domestic
1,800 .
0
0
0
0
0
0 '
0.:-
0
0'
0 '
0
- 100%
2011-051
11-0817507
.-
City Place'(CVAN) & Sewer Line Relocation at Spring St SW
0
Domestic/Commercial
0
0
0
0
0
0
0
0 . -
0
0
0
0
_ 100%
-
'
2011 033
1 -
11 0523503
.
P P George) (Solace�
Poplar Tent NE'(off gW. Liles Pub Water & Sewer Spa)
3,375
Commercial .
0.
'3,375
3,375
0"
0
"0
0
0 •
0-
0
0 ' "
0
100%
Total
Reported information based on the 2011 NCDENR DWQ Quarterly Reports and 2011, 2012, 2013, 2014, 2015, 2016, & 2017 Certifications
-, 5,817-
2016 Tributary Total
2016 Non Tributary Total
5,817
0
_. ".., 2,442
3,375 . 3,375

City of Concord Annual Flow Tracking (FSTE 10/07)
2011 Permits
Receiving WWTP:
Muddy Creek WWTP
,
'
.
. Permit Number:
NC0081621
.)nhl
2012
2013 2013
2014
2014
City of Concord Project
,
No.
.
Cityof Concord Permit i • No.
•
Project Name ,
_
Obligated Flow (GPD)
„ -
Wastewater TYPe °
Tributary Flow
....
(GPD)
.' Non -Tributary
' ' Flow (GPD) .
. .
Tributary Flow
(GPD),
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD) .
Non -Tributary
Flow (GPD„ )
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Construction
Status
.,
. ' , ;
. 2007,068' ,:
.
12 , ,
, ,
Skdd lebtote,1 Subdivision 'CRe nowe : . -
1/:
0
tit ,
• ; ",
'
.. •
"
1
'
- °
,
• ••
•
' 4 to
.,, ,,, 0" , ,
,
. .
...
,
• ,
0'0 0
.,., ,0° 1k0OWfi
Total
0
o
Reported information based on the 2011 NCDENR DWQ Quarterly Reports and 2011, 2012, 2013, 2014, 2015, 2016, & 2017 Certifications

City of Concord Annual Flow Tracking (FSTE 10/07)
2012 Permits
Receiving WWTP:
Rocky River WWTP'
Permit Number:
NC0036269
201
2016
,2016
...
'C(
-• ...
,. . . .. ,
of'Concord Pr-o"e t No. _
. ..
_ ,
- a, _ rmit
City of Concord.Perintt No; :
•. , „. ... <. .... ,--
>:. - -. , _ _ '
, .. :, . - •.. _
.; ° .; _ :Protect Name ' _ _
-- ' _..... ..
,.. _, .. ,.
._
)
ObhgatedFlow(GPD)
,_..... ., -
:.
Wastewater Type
,Fw
-TributaryFlow-
....__
GOD
ri
Non -Tributary
:,
Flow GPD
-. ,.
Tributary Flow'
ibu
GPD) '
_ -.
Non -Tributary
..
Flow (GPD)
-...
'Tributary Flow
(GPO) �..
Non-Tributary
Non: T�ibufary
.. _.
Flow (GPD)
Tributary Flow
.. ,
- (GPD).
Non7ribuFary'
s
Flow (GPD). �`,
..ow
Tributary'Flow
(GPD).
Non Tributa ry
.Flow G D ;
( P ) ..
C5n'struction Status `-
`
..
2011:077
12-0124501
Bell & Corban 12-Inch Sanitary Sewer Replacement
0
Commercial 100% -
0 .
0 ..
0 .T
0 .
0
, 0 -
0
0
0 .
0 .
•
100%
2
.
2
.
2
'
2
-
2
2
2
--
2011-028 "'
12-0912510
-
..
- Odell Drive Sewer Outfall Replacement
0
72% Commercial, 28%
.°Domestic
0'.,-
0°
_0'..
0
0'.
0
0
0...
0.:
0
100%
2
.
2012-044
12-0727509
Oiles'America Plant -Expansion Public ,& Private, Water and Public Sewer
11,050 `
Industrial 100%
0'.
11,050
0
11,050
0
11,050
11,050
0
0-
0,
100%
2005-091'
12-1006513:.
Franklin Ave NE Sewer Main Relocation `-t
,': 0
80% -
. Commercial al 20% ".
0
0
0
0
0
0
0
0
0
0
- 100% -:
2012-062
_
12-1119515
Southern Chase Outfall Sewer Upsizing
'0
• Domestic 78.78%
Commercial 5.2%
Industrial 16. /°
0
0
0
-
0 -
0
0
'
0
0
0
0
Total
Reported information based on the 2012 NCDENR DWQ Quarterly Reports and 2012, 2013, 2014, 2015, 2016, & 2017 Certifications
2016 Tributary Total
2016 Non Tributary Total
214,256
214,256
0
214,256 112,451 101,805,,
1U1,tJUb .

City of Concord Annual Flow Tracking (FSTE 10/07)
2013 Permits
.• Receiving-WWTP:
Rocky River WWTP
Permit Number:
NC0036269
2013
2013 _ -;
2014
2014
2015'
2015_
2016,_
2016 :.
'City of'Coricord Project No.
2010-026.
2012-070..
.2007=069 -
2013-009.:
20'13-016
City of Concord Permit No;
12-1003511.-
12-.1130516
13-011'7501 -
13-0409502
13-0412503"
Project Name
Epworth UMC"Outfali
Cabarrus Charter Academy at Poplar Crossing 8-Inch: Public Sewer
The Mills at Rocky River Phase 3 - PS & FM
Sycamore Rd.Ninehave Dr. Sewer Extension
Concord Auto Plaza/HMS Auto Mall (aka Hendrick) Public & Private Water, Public Sewer
Obligated. Flow (GPD)
0
15,627-
720
1,680 c •
12,140
Wastewater Type
Commercial 100%
Commercial 100%—
:Domestic 100%
Commercial 100%
'Com"mercial'100%
Tributary Flow
(GPD)
0 :.
15,627
- 720
1,680 -
0
Non -Tributary
Flow (GPD)``
0
0'
0
12,140
Tributary Flow
(GPD)'
0
0
0'
0'
Non -Tributary;.:.
Flow (GPD)
0:
0,
0
.0
12,140
Tributary Flow
(GPD)
0.
0,
0
0.
0
`Non -Tributary
Flow (GPO)
0
0
,0
0
-12,140
Tributary Flow
(GPD)
0
0
0
12,140
Non -Tributary
Flow (GPD)
0
0 ..
.0"
0'
Construction Status
100%
100%':
100%
100%
- 100%'
2011-078'
2013-023. _
13.-0424504
13-0502505
CMC NE Rehabilitation Hospital Public Sewer
Carolina International Charter School.-
2011-079'
2013-024.
2013-033
2013-034
2005-038 MOD-3
2006-017
13-0530506
13-0708508
13=0716509
05-1122541 Mod 3
07-0330510 Mod 1
1Nilkinson.Crt/Rosehaven Ct 6":Sewer Line Replacement
Cannon School Performing.Arts Center, 8-Inch Public Sewer
West Cabarrus Church Site improvements Pubiic Water & Sewer
Quik-Trip #1012 6-Inch Public Sewer at George. Liles blvd.
Christenbury.ViilageC Phase 1 & 3 8-Inch M'odification;3 (aka Ph•3B)
Cedarvale Farm Substation Sewer,Main and Pump Station
2012-057-
2004-053
13-0918513
05-0928535 Modification 2
Concord Business Park Outfall Upsizing Public 12-Inch Sewer
Cannon Crossing Subdivision Modification '2.aka Southside at Cannon Crossing,,8" Public Sewer
12,600
14,700
Commercial 100%
Commercia4100%o
12,600
0
0
14,700
0
14,700,
0
0
0
0
0
0
0
0
0---
-100%
100%
,0
19,375
0
0
14,040
0
0
Domestic 100%
Commercial 100%
Commercial "160%
Commercial 100%
Commercial 100%
Domestic 100%
0
0
0
0
0
.0-
19,375
0'
'0
14,040-
0
19,375.
0
0"
14,040-
0
0
0
0
0
0
0
•0
0
0'
0
0
0
0
0
0
0
0.
0
0
:0.
.0
'0
.0
0
0
:100%
100o/ .
- 100%
�100%
100%
"100%
Domestic 78.78%
Commercial 5.2%e
Industrial 16.02%
Domestic 100%
0
0
0
0.
0
0
0
0
0:
0•
:.. 0
100%
- 100%
2009-064 .
2008-008
13-1105516
08-0404508 Modification -1
George W. Liles Phase 2 Sewer Main Relocation (Wolf Meadow Outfall)
Laurel Park Subdivision Phase 6A Modification 1
0
0
Domestic 100%
Domestic 100%
0
0
0
0
0
0,
0
0
0
0
0
0
0
0
0
100%
0% .
dtai
96,882
,30,627
60,255
48.115`
12,140
12,140
12,140
Reported information based on the 2013 NCDENR DWQ Quarterly Reports and 2013, 2014, 2015, 2016, & 2017 Certifications
2016 Tributary Total 90,882
2016 Non Tributary Total 0

City of Concord Annual Flow Tracking (FSTE 01/14)
2014 Permits
Receiving WWTP:
Rocky River WWTP
Permit Number:
NC0036269
,.2014 ,;
2014.
2016
2015
__- 2016
2016
.. 2017 '
2017
City of Concord Project No.
City of Concord Permit No.
,_.
- Project Name
_ _ _ _
Obligated Flow (GPD)
Wastewater Type..
Tributary Flow
_" (GPD)
Non -Tributary
Flow1GPD)
Tributary Flow
(GPD)
Non -Tributary
Flaw (GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Status
Construction •
• _ ,. _
2013-035
_
13-0830511
The Villages at Skybrook Phase 2 & 3 Public Sewer
46,800
Domestic 100%
0
46,800
24,480
22,320
21,240
1,080
0
1,080
95%
2013-038 .
13-0830512 -
Brookvue Subdivision 8-Inch Public Sewer Extension
123,040
Domestic 100%
39,840
83,200 -
50,080
33,120
.33,120
0
.0
0
100%
2013-052
13-1031515
The Mills at Rocky River Phase 6 Public 8-Inch Sewer
46,800 •
Domestic 100%
0
46,800
13,320
33,480
0
33,480
14,040
19,440
40%
2013.-056
13-1231517
Village Dr. 8-Inch Sewer Extension
3,960
Domestic 100%
0
3,960
3,960
0
0
0
' '.0
0
100%
2013-051 .
14-0113501
Commerce Dr. Sewer Outfall Upsizing- -
0
Domestic 78.78%
Commercial 5.20°/
Industrial 16.02%
0
0
0 -
0
0
.0
0
0
100%
2014-004
14-0129502
Troutman Corners Subdivision 8" Public Sewer
8,814
Commercial 100%
0
8,814
8,814 :
0
0
0
0
0
100%
2014-005 '
14-0207503 -
Willow Oaks Crossing (Regency Center) Public Sewer
22,789
Commercial 100%
0
22,789
0
22,789
22,789
0
0
• 0 .
- 100%
2014-008
14-0303504 '-
Legacy Concord Apartments Public 8-inch Sewer Trunk
95,525
. Domestic 100%
0
95,525
0
95,525'
95,525 -
0
0 -'
0
100%
2014-008 18"
14-0303512 '
Mountain Laurel Sanitary Sewer Liine.Replacement (Legacy)18-inch Sewer Trunk'Upsize
0
Domestic 76%
Commercial 17%
Industrial 7%
. • 0
0
.:
0
. .
0
0
0
0
0
,
90%
2014-010
14-0331505 .
Concord Airport Business Park Public Sewer
1,931
Commercial 5.20%
Industrial 16.02%
1,931
0
0
0
0
0 -
0
0
100%
2011'-065
14-0629509 :
Southbrook Sewer Outfall Upsizing :
0
Domestic 100%
0
0
0
0
- " 0
0
0
0
- 100%
2006-023 Mod 2
07-0126503 Modification 2
Hampden Village Subdivision Modification 2-Amenity Center Addition and Renewal Mod 2
1,250
Domestic 100%
0 . ,
1,250
0
1,250
0
1,250
1,250 -
0 -
100%
2014-014 .
14-0730511' -
Emery Ave. 8-Inch Sewer Extension -
3,600 -
Domestic 100%
0
3,600
3,600
0
0
0
0
0
- - 100%
2011-063
14-0903513
Cabarrus Co. Boys & Girls Club 8-Inch'Public Sewer Replacement
' ' - 0
Domestic 100%
' 0
0 -
0
0
0
0
.0
0
100%
2014-019
14-0716510
Edison Square Townhomes 8-inch Public Sewer
60,180
Domestic 100%
0
60,180
0
60,_180
24,900
35,280
34,920
360
'100% '
(Project Closed)
2007-024 ,
07-0630519 RENEWAL 2
Fullerton Place Subdivision Phase 2 & 3 RENEWAL 2
0
Domestic 100%
0
0 '
0
0
0
0
0
0
100%
Total
.414,689 .
41,771
372,918
104,254
268,564
197,574 `
71,080
50,210
20,880
Reported information based on the 2014 NCDENR DWQ Quarterly Reports and 2014, 2015, 2016, & 2017 Certifications
2017 Tributary Total 393,809
2017 Non Tributary Total 20,880

City of Concord Annual Flow Tracking (FSTE 01/14)
2015 Permits
Receiving WWTP:
Rocky River WWTP
Permit Numbers
NC0036269
2016
2016.
2016'
201,6'
2017_ _
201.7';
city of Concord Project No:
;2014-024
2014-044
2014=046
• 2014-051 -
2014-015
2015-013
2015-016
City of Concord Permit No. ,
14-0820512
14-1001514
14=1007515
15-0217502
2007-009
2014-057
2014-045 ,'
2015-012
" 2007-043
15-0407508
RiverOaks Corporate Center 8-Inch Public Sewer
Roberta Crossing 8" Public Sewer
Christenbury Corners SW Quadrant:Phase 2 Public 8-Inch Sewer -
The Mills at Rocky River Phase 5B Public 8-Inch Sewer..
Copperfield Market Phase 1 8-Inch Public Sewer
Cedarvale Farm Subdivision Ph. 2 P.ublic8-Inch.Sewer Main; ..
07-0208504. renewal
15-0701510
2015-037(2008-015)
•
2014-045
2003-051 Mod 1 -
Park View Subdivision Ph 1 Public 8-Inch Sewer
The. Villas at Winecoff Subdivision.
07-0607515 Mod 2
Montford Public 8-Inch Sewer
08-0407511 Modification
15-0806511 '
03-1117506 Mod. 1
Obligated Flow (GPD)
0.
33,000
20,080
24,480
6,864
30,960
34,200
1,080
Wastewater Type
Industrial 100%
Domestic 100%
Commercial 100%
Domestic 100%.
Commercial 100%
Domestic 100%
Domestic 100%
`.Renewal -Domestic
Domestic 100%
Tributary Flow.
(GPD)
0
0
0
0
0-
0
• Non -Tributary
Flow (GPD)
0
33,000
20,080
24,480
6;864
30,960
34,200
0
• 1;080
Tributary Flow
(GPD)
0
0
20,080 . .
0
0
18,000
0
0.
1,080,.
Non -Tributary
Flow(GPD)
0
33,000
0
24,480
6,864
"12,960
34,200
0
0
Tributary•Flow
'(GPD) y=
0
0
24,480
0
12,960
33,480
0
Non -Tributary...
Flow (GPD)
0.
33,000
0-
6,864
0
720
0
0
Construction Status
100%
60%
:100%• •
80%
50%
100%,
95%
100%
.100%
Rubens Rd: Culvert Replacement/8-Inch Public Sewer Realignment/Replacement'
Parkside at Skybrook North Phase 3 Public 8-Inch Sewer
The Mills Subdivision Phase=2Public Sewer Modification
0
18000
0'
Domestic 100%
Domestic 100%
0% Domestic
Renewal/Reduction
0
0
.0
0
: 18,000
0
0
9,720
:0
0
8,280
0
0
8,280
0
0 -
0
100%
100%`
Concord Regional Airport South Developmeht Terminal Building Modification 3 (South'Development
Rubens Rd. 8-Inch Sewer Line Replacement_
Ramsgate Subdivision Public Sewer Extension Ph. 3 Modification 1
Total
0-
0
0
168,664
100% Commercial
Domestic 100%
Domestic 100%
0
0
0
0-
'0
0
168,664
0
0
48880
0
0
119,784
0
0
0
79.200
Reported information based on the 2015 NCDENR DWQ Quarterly Reports, and 2015, 2016, and 2017 Certifications
2017 Tributary Total 128,080
2017 Non Tributary Total
40,584
0
0
0
4b,584 t.:
100%
10%

City of Concord Annual Flow Tracking (FSTE 01/14)
2015 Permits
Receiving WWTP:
Muddy Creek WWTP
Permit Number:
NC0081621
2015
2015
2016
2016
2017
2017
City of Concord Project No.
City of Concord Permit No.
Project Name
Obligated Flow
(GPD)
Wastewater Type
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Construction Status
2014-016 •
14-0528506
Old Midland Sewer Extension Phase 1
10,800
Domestic 100%
0
10,800
7,560
3,240
0
3,240
50%
2004-043
05-1024538
Tucker Chase Subdivision Modification 3 (Public Sewer Permit Renewal Only)
0
Domestic 100%
0
0
0
0
0
0
95%
2014-047
14-1020516
Bethel Park Public Sewer
53,640
Domestic 100%
0
53,640
0
53,640
0
53,640
10%
Total
64,440
0
64,440
7,560
56,880
0
56,880
Reported information based on the 2015 NCDENR DWQ Quarterly Reports; and 2015, 2016, and 2017 Certifications
2017 Tributary Total 7,560
2017 Non Tributary Total 56,880

City of Concord Annual Flow Tracking (FSTE 01/14)
2016 Permits
Receiving WWTP:
Rocky River WWTP
Permit Number:
NC0036269
2016
2016
2017
2017
City of Concord Project No.
City of Concord Permit. No.
Project Name
Obligated Flow (GPD)
Wastewater Type
Tributary Flow
(GPD) -
Non -Tributary
Flow (GPD)
nb
T' u4ary Flow (GPD)
Non -Tributary
Flow (GPD)
Construction Status
2015-006
.15-0224503
Legends Apartments Public 8-Inch Sewer Extension'
0
Domestic 100%
.0
0
0
0
100%
2015-040
15-0813513
Christenbury Sewer Extension Line.170 . .
0 •
. Commercial 100%
0
0
0
0. -.
100%
2015-053
15-0921516
Bedford Farms Subdivision Ph 2
11,040
• Domestic 100%
. - 0
11,040
11,040
0
100% . '
2015-057
15-1030518
Odell School Landings Sewer
30,799
Commercial 100%
0
30,799
0
30,799
90%
2015-033 . -
15-1105519 --
Concord Ridge Apartments Public.8-Inch Sewer Extension
20,640
Domestic 100%
0
20,640
20,640
.0 '
100%
2008-005 '
15-1123526
Kings Crossing Sewer Outfall Ph 1 Sewer Improvements (Havencrest Outfall)
- '0
Domestic 100%
0
0
0
- 0
100% `
2015-008 -
15-1124521 Mod 1 • . •
Shamrock Street Sewer Replacement Mod 1 -
-0
Domestic-100%
0
0 .
.. 0
0
• 100%
2013-025d
15-1125522
Treasure Dr. Public 8-Inch Sewer Relocation
0
Domestic 100%
0
0
0
•0 '
100%
2015-069
15-1215523
Axalta Customer Experience Center Public 8-Inch Sewer Main Extension -
875
Commercial 100%
• 0
875
875 '
0
-. 100%
2015-071
15-1228524
Cedarvale Farms Subdivision Ph 2-Sect 2 Public 8-Inch Sewer Main
45,360
Domestic 100%
0
45,360
10,440
34,920
50%
2015-050
15-1228525 , -
Settlers LandingTownhomes Public 8-Inch Sewer Main
29,520
Domestic 100%
- : 0
. 29,520
29,5.20:
0
100% .'
2007-052
16-0202502
The Mills Ph 4 Public 8-Inch Sewer
53,280
Domestic 100%
0
53,280
0
53,280
30%
2015-052 '
16-0205503
The Seasons at Poplar Tent Offsite Public 18-Inch Sewer
'0'
' Domestic 100%
0
0 -
0
0 -
100%
2015-064
08-0808522 Mod 3
Cabarrus Charter High School Sewer Ruben Linker PS Mod 3
19,125
Commercial 100%
--19,125
0
0 .
0
100%. .
2015-034
04-0309505 Mod 1 .
Concord Mills Mall Restaurant Pads 10-Inch Public Sewer
23,840
Commercial 100%
0
23,840
. 23,840
0
100%
2016-007
16-0328504 -
Hunton Forest Ph 1 Public 8-Inch Sewer Main
45,200
Domestic 100%
0
. 45,200
45,200
0
• 100% -
2015-058
16-0401505
Fedex Ground Distribution Center Public 8-Inch Sewer Extension
13,425
Industrial 100%
• 0
13,425
13,425
0
100%- .
2016-020
16-0414506
QuikTrip 1021 Sewer Extension -
13,483
- Commercial 100%
0 -
13,483
13,483
. 0
-- 100% -
2016-021
16-0415507
The Villages at Skybrook North Ph 2-2 Public 8-Inch Sewer Main
32,760
Domestic 100%
0
32,760
9,720
23,040
30%
2007-056 mod 1
07-1203534 Mod 1
Pendleton Subdivision Ph 1 Mod 1
0
Domestic 100%
0
0
' 0
0
1.00%
2016-026
16-0504508
Goodson Place SW Public 8-Inch Sewer Extension -
- 1,080
Domestic 100%
1,080
0
0
0'
100% -
2014-046 ph 2
16-0517509 '
Concord Mills at Christenbury Ph 2 Public 8-Inch Sewer Main
11,425
Commercial 100%
0
11,425
11,425
0
100%
2016-035
16-0706511 -
Colonial Square Ph 2 Public 8-Inch Sewer
8,800
Commercial 100%
0 -
8,800
8,800
0
100% '
2016-032
16-0722512
Concord Airport Business Park Ph 3 Public Sewer Extension
29,900
Industrial 91.6%
Commercial 8.4%
0
29,900
0
29,900
100%
2016-025
16-0802514
Lantana Subdivision Public 8-Inch Sewer Main
37,800
Domestic 100%
0
37,800
- 2,160
35,640
50%
2016-043
16-0728513
Poplar Cove Subdivision Public 8-Inch Sewer Main
8,280
Domestic 100%
0
8,280
0
8,280
80%
Total
436,632
20,205
416,427
200,568
215,859
Reported information based on the 2016 NCDENR DWQ Quarterly Reports and 2016 and 2017 Certifications
2017 Tributary Total 220,773
2017 Non Tributary Total 215,859

City of Concord Annual Flow Tracking (FSTE 01/14)
2016 Permits
Receiving WWTP:
Muddy Creek WWTP
Permit Number:
NC00.81621
2016
2016
2017
2017
City of Concord Project No.
City of Concord Permit No.
Project Name
Obligated Flow
(GPD)
Wastewater Type
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Construction Status
2016-033
16-0613510
InterTape Polymer Public 8-Inch Sewer
8,260
Industrial 100%.
0
8,260
8,260
0
100%
2015-011
15-0309504
Brentwood (Formerly:Saddlebrook) Subdivision Phase 2 Public 8-Inch Sewer Exte
74,880
Domestic 100%
0
74,880
0
74,880
30%
Total
83,140
0
83,140
8,260
74,880
Reported information based on the 2016 NCDENR DWQ Quarterly Reports and 2016 and 2017 Certifications
2017 Tributary Total 8,260
2017 Non Tributary Total 74,880

City of Concord Annual Flow Tracking (FSTE 01/14)
2017 Permits
Receiving WWTP:
Rocky River WWTP
Permit Number:
NC0036269
2017
2017
City of Concord Project No. ,,
City of Concord Permit No:•.
Project Name
Obligated Flow (GPD)
Wastewater Type
Tributary Flow
(GRD )
Non -Tributary
ow (GPD
Fl )
Construction Status
2015-004
15-0126501. ..
Christenbury Corners NE Lot C Public 8-Inch Sewer
0
Commercial 100%
.. 0
0
100%
2014-020
15-0915515
Concord Traffic Management Center 8-Inch Sewer
350
Commercial 100%
0
350
10%
2015-051
16-1102515
Accent Avenue SW 8-Inch Sewer Outfall
8,612
Domestic 63%
Commercial 37%
0
8,612
100%
2014-027
16-1118516
Zemosa Acres Sewer Main Relocation
0
Domestic 75%
Commercial 6%
Industrial 19%
0
0
90%
201.6-046
16-0202517 ° .
Farmwood Blvd. Public 8-Inch Sewer .
2,160 - .
Domestic 100%
'2,160
.0
. 100%
2015-070
17-0503501
Allen Mills Subdivision Phase 1 Public 8-Inch Sewer
77,828
Domestic 100%
0
77,828
45%
2014-028
17-0505502
Wyoming Dr. Culvert Replacement/8-Inch Sewer Relocation
0
Domestic 100%
0
0
100%
2014-017
17-0525503
•
1-85 Widening Y-line Public Sewer Relocation (I-3802A Exit 55-63)
0
Domestic 30%
Commercial 60%
Industrial 10%
0
0
40%
2017-016
17-0530504
Covenant Classical School Public Sewer
3,375
Domestic 100%
0
3,375
35%
2017-018
17-0613505
Modern Nissan Bldg. Addition and 12" Sewer Relocation
0
Commercial 100%
0
0
100%
2017-019
17-0614507
Villages at Skybrook North Ph 4
5,040
Domestic 100%
0
5,040
100%
2017-020
17-0620508
Granary Oaks (Formerly: Tarleton Place) Public 8-Inch Sewer Main
26,400
Domestic 100%
0
26,400
30%
2017-021
17-0613506
Bedford Farms Subdivision Phase 3
16,320
Domestic 100%
0
16,320
60%
2017-025
17-0811509
Park View Subdivision Ph 2A
6,840
Domestic 100%
0
6,840
100%
2017-034
17-0825510
Duvier Subdivision.Sewer Ext at Office Drive SW
1,440
Domestic 100%
0
1,440
0%
2006-046
07-0215506 Mod. 1
Hallstead Subdivision Phase 2 Public Sewer Main Mod. 1
0
Domestic 100%
0
0
50%
' 2007-061
08-0626519
Woodbridge Subdivision
17,640
Domestic 100%
0
17,640
100%
2014-044
14-1001514 Mod 1
Roberta Crossing Subdivision Mod 1
0
Domestic 100%
0
0
60%
Total
166,005
2,160
163,845
Reported information based on the 2017 NCDENR DWQ Quarterly Reports and 2017 Certifications
2017 Tributary Total
2017 Non Tributary Total
2,160
163,845

l
NORTH C A R O L I N A 850 Warren C. Coleman Blvd., P.O. Box 308, Concord, NC 28026 - concordnc.gov
High Performance Living
—1111DMIIIIIIIIIIIIIIIIIIIIII
April 5, 2017
North Carolina Department of Environmental Quality
NC Division of Water Resources -Water Quality Permitting Section
Wastewater Branch-PERCS Unit
Ms. Deborah Gore, PE, Unit Supervisor
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: January -March 2017 — Quarterly Report
City of Concord Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Ms. Gore:
Enclosed are the quarterly reports listing each Authorization to Construct permit issued by the
City of Concord in compliance with the North Carolina General Statutes Title 15A NCAC 2T and as
delegated by North Carolina Department of Environment and Natural Resources, Division of Water
Quality, Pretreatment, Emergency Response, and Collection Systems Unit. Digitally submitted are the
following documents: Quarterly Permit Report Form DQR 01-05, FTSE-01/14 Flow Form & NCDENR
Request Form (P4), corresponding Flow Acceptance response from WSACC, and the Authorization to
Construct permits. Should you prefer a paper copy, please advise.
The City of Concord has reviewed and approved the engineering plans and will be the retail
service provider for the customer(s) served by the proposed wastewater collection system. The City of
Concord will observe the construction of the proposed system and will require the project to meet the
North Carolina General Statutes Title 15A NCAC 2T requirements and the Standard Specifications for
Wastewater Collection and Water Distribution for Cabarrus County.
If there are any questions regarding the information presented in this letter, please either contact
Sherri Moore, the Engineering Coordinator, [phone], or me at [phone].
Sincerely,
City of Concord
NA .
M. Sue Hyde, PE
Director of Engineering
Enclosures:
Cc: File
04/21/17
2

North Carolina
Division of Water Quality
Pretreatment, Emergency Response Collection Systems Unit
Quarterly Permit Report
Form DQR 08/06
Delegated Municipality:
City of Concord
Quarter
Year
® 20_7
0 Jan -Mar O Jul - Sep
Raceiiiing,WINTPI
Rocky River WW7P
0 Apr -June 0 Oct - Dec
Ar ; k t} � �K s,kh
` : zfs;iP.efmitl#
NC0036269
Permit #
. r n... .... ..... ....
e t
Issue Date
.w ...,... au,P..., .a1_
Permittee
v-._.. e...-d..l.'f ,,,... L 'x�?.._, ..�..,... ._ _. .. .. .a 1, ..
` :Pro ct a rr
j y{
....... .,.. .,,.. .. ... _ .. .. .s .�.
Flow
Pµ
;-;s
.
W�aste�water Type
A?}�'.��t.f ati< ,. Y.: c n �
07-0215506 Mod. 1
11-Jan-17
City of Concord for D. R. Horton
Hallstead Subdivision Phase 2 Public Sewer Main
Mod. 1
0
Domestic 100% ;
15-0126501
23-Feb-17
City of Concord for Pacific Commerce, LLC
Christenbury Corners NE Lot C Public 8-Inch
Sewer Extension
0
Commercial 100%
16-0202517
1-Mar-17
City of Concord for City of Concord
Farmwood Blvd. 8-Inch Sewer Extension
2,160
Domestic 100% i
Domestic 75%
Commercial 6%
Industrial 19%
16-1118516
.
13-Mar-17
City of Concord for City of Concord
Zemosa Acres Culvert Replacement & Sewer
Realignments
0
Submit to: DWQ-PERCS Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Copy your regional office. No copies of permits or plans are necessary.

Love, Barry F
From: Browder, Dee
Sent: Tuesday, April 25, 2017 10:57 AM
To: Love, Barry F
Subject: FW: City of Concord Delegated Local Permitting Program Quarterly Sanitary Sewer
Collection System Permitting Report 2017 January -March
Attachments: Jan -March 2017 Cover.pdf; DQR08-06 Jan -March 2017.pdf
From: Donna Chandler [mailto:[e-mail]]
Sent: Tuesday, April 25, 2017 8:51 AM
To: [e-mail]
Cc: Sue Hyde <[e-mail]>; Browder, Dee <[e-mail]>; Sherri Moore
<[e-mail]>
Subject: City of Concord Delegated Local Permitting Program Quarterly Sanitary Sewer Collection System Permitting
Report 2017 January -March
Attached is the quarterly report that lists each Authorization to Construct permits issued by the City
of Concord in compliance with the North Carolina General Statutes Title 15A NCAC 2T and as
delegated by North Carolina Department of Environment and Natural Resources, Division of Water
Quality, Pretreatment, Emergency Response, and Collection Systems Unit.
Available upon request are the following documents: Quarterly Permit Report Form DQR 01-05,
FSTE — 01/14 Flow Form & NCDENR Request Form (P4), corresponding Flow Acceptance Letter from
WSACC, and the Authorization to Construct permits on cd.
The City of Concord has reviewed and approved the engineering plans and will be the retail service
provider for the customer(s) served by the proposed wastewater collection system. The City of
Concord will observe the construction of the proposed system and will require the project to meet
the North Carolina General Statutes Title 15A NCAC 2T requirements and the Standard Specifications
for Wastewater Collection and Water Distribution for Cabarrus County.
If there are any questions regarding the information presented, please either contact Sue Hyde,
Director of Engineering at 704-920-5401 or Sherri Moore, the Engineering Coordinator at (704) 920-
5415.
Sincerely,
Sherri
Sherri V. Moore
City of Concord — Engineering Department
Mailing Address - P.O. Box 308, Concord NC 28026
Physical Address - Alfred M. Brown Operations Center, 850 Warren C. Coleman Blvd., Concord, NC 28025
[phone] Direct
[phone] Fax
[phone] Open Line
Pursuant to North Carolina General Statutes Chapter 132, Public Records,this electronic mail message and any
attachments hereto, as well as any electronic mail message(s) that may be sent in response to it may be
considered public record and as such are subject to request and review by anyone at any time.
i

NORTH CAROLINA
High Performance Living
-1110»p®®11011■■■■ ■,111
850 Warren C. Coleman Blvd., P.O. Box 308, Concord, NC 28026 - www.ci.concord.nc.us
January 11, 2016
NC Department of Environment Quality
Division of Water Resources — Water Quality Permitting Section
Pretreatment, Emergency Response, and Collection Systems Unit
Mr. Michael Parker
610 East Center Avenue, Suite 301
Mooresville, NC 28115
RECEIVED/NCDENR/DWR
JAN 1 3 2016
WQROS
MOORESVILLE REGIONAL OFFICE
Subject: NCDENR DWQ - Delegated Program Flow Tracking FSTE 10/07
City of Concord Delegated Local Permitting Program
Public Wastewater Collection Systems
Cabarrus County, North Carolina
Dear Mr. Parker:
Please find attached a flow tracking report entitled "City of Concord Annual Flow
Tracking (FSTE 10/07)". This flow tracking report provides a list of each public wastewater
collection system "Authorization to Construct" permit that was issued during the past nine years
and indicates the project permit number, project name, the obligated wastewater flow that was
allocated with each permit, the wastewater flow that has been made tributary to the WWTP and
the estimated wastewater discharge that is not tributary to the WWTP.
In 2015, the City of Concord has issued a wastewater discharge obligation of 179,464 GPD with
a zero tributary wastewater. discharge that will be treated and processed by the Water and Sewer
Authority of Cabarrus County (WSACC) Wastewater Treatment Plants. The non -tributary
wastewater discharge, obligated but not released, is 179,464 GPD.
From 2006 through 2015, the City of Concord has a total obligated wastewater discharge of
3,043,931 GPD, a tributary wastewater discharge of 1,930,850 GPD that will be treated and
processed by the Water and Sewer Authority of Cabarrus County (WSACC) Wastewater
Treatment Plants and a non -tributary wastewater discharge of obligated but not released flow of
1,113,081 GPD.
Please note that the City of Concord was approved on October 8, 2003 to issue permits for the
construction and operation of new public gravity sewers, pump stations and force mains and
modifications to proposed or existing public gravity sewer lines, pump stations and force mains
located within the corporate limits and areas of extraterritorial jurisdiction that the City will own,
maintain, and/or operate. The multi jurisdictional interceptors and the wastewater treatment
Engineering
Phone [phone] • Fax [phone]

plants that transports and processes the City of Concord's wastewater is maintained and operated
by the Water and Sewer Authority of Cabarrus County (WSACC) by contractual agreement.
If there are any questions regarding the information presented in this report, please contact me at
[phone].
Sincerely,
City of Concord
M. Sue Hyde, P.E.
Director of Engineering
Enclosures: City of Concord Annual Flow Tracking (FSTE 10/07)
cc: Files - Delegated Application Package Booklet.
NC Department of Environment Quality
Division of Water Resources
Mr. Matt Matthews, Section Chef— Surface Water Protection
1611 Mail Service Center
Raleigh, NC 27699-1611
NC Department of Environment Quality
Division of Water Resources — Water Quality Permitting Section
Pretreatment, Emergency Response, and Collection Systems Unit (PERCS)
Deborah Gore, PE, Environmental Supervisor
1617 Mail Service Center
Raleigh, NC 27699-1617
E-Copy: M. Sue Hyde
Engineering
Phone [phone] • Fax [phone]

City of Concord Annual Flow Tracking (FSTE 10/07)
WSACC WWTP:
2007-2015 Summa
Rocky River WWTP
ry
WWTP Permit Number:
NC0036269,
Obligated Flow (GPD)
2007-2013 Tributary Flow
(GPD)
Non -Tributary Flow (GPD)
2006
564,168
559,524
4,644
2007
841,557
531,041
310,516 MOO
2008
383,063
310,503
72,560
2009
163,270
107,470
55,800
2010 `'
59,630
47,915
11,715
2011
5,817
5,175
642
2012
214,256
123,501
90,755
2013
90,807
43,740
47,067
2014
414,689
139,931
274,758
2015
179,464
0
179,464
Total
" 2,916,721
1,868,800 ' "
1,047,921
Reported information based on the 2006. 2007. 2008.
2009. 2010. 2011. 2012. 2013. 2014.
8 2015 NCDENR DWQ Quarterly Reoorts and 2007. 2008.
2009, 2010, 2011, 2012, 2013, 2014 8 2015 Certifications
City of Concord Annual Flow Tracking (FSTE 10/07)
WSACC WWTP:
2007-2015 Summa
Muddy' Creek.VVWTP
ry
WWTP Permit Number:
NC0081621
Obligated Flow (GPD)
° 20072013Tributary Flow
(GPO)
Non -Tributary Flow (GPD)
2006
0
0
0
2007
0
0
0
2008
62,770
62,050
720
2009
0
0
0
2010
0
0
0
2011
0
0
0
2012
0
0
0
2013
0
0
0
2014
0
0
0
2015
64,440
0
64,440
Total.
127,210
62,050
65,160
Reported information based on the 2006, 2007, 2008, 2009, 2010, 2011, 2012, 2013, 2014, 8 2015 NCDENR DWQ Quarterly Reports and 2007, 2008,
2009, 2010, 2011, 2012, 2013, 2014 8 2015 Certifications
?ECEIVED/NCDENR/DWR
JAN 13 2016
1A!OROS
J 'S'VILLE RE:UONAL OFFICE
Rocky River& Muddy Creek WWTP`Totals
obligated
3,043,931 GPD
Obligated
3.043931 MGD
Tributary .
1,930,850 GPD
Tributary °
1.930850 MGD
Non -Tributary
1,113,081 GPD
Non -Tributary
1.113081 MGD

City of Concord Annual Flow Tracking (FSTE 10/07)
2006 Permits
Receiving
WWTP:
Rocky River W WTP
Permit Number:
NC0036269
2007
2007
2008
2008
2009
2009
2010
2010
2011
2011
2012
2012
2013
2013
2014
2014
City of Concord Protect No.
City of Concord Permit
Na
Project Nana
Obligated Flaw (GPD)
Wastewater Type
Tdbuary Flow
(GPO)
Non-Tdhatary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPO)
Tributary Flow
(GPO)
Non -Tributary
Flow (GPD)
Tributary Flaw
(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
(GPO)
Non-Tdbutary
Flow (GPO)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
, (GPD)
Non-Tdbitary
Flow (GPD)
Construction Status
2005-029
05-1208542
Indian Run Creek Sewer Trunk .,
0
Domestic
0,
0
0
0
0
0
0
0
0
- '0
0
0 -
0 �
0. -
0
0
100%
2005-033
05-1214544
Christenbury Village 19-Meadow Wood. -
40,680
Domestic'
11,160
29,520
.18,000
- - 11,520
0
11,520
0
11,520
11,520
0 -
0
0
rr 0
0
0
0
100%
2005-090
05-1222546
The Villages at Moss Creek Phase 9A.
720
Domestic
• 720
0 .
0
- 0
0
0
- 0
0
0
0
0
0
0
- 0
0
0
100%
2006-002 •
06-0109501
Afton Village Water & Sewer Ext. at Foundry Street'
0
Commercial
'
0' -
0
0
0
0
0
0
0 •
0
0
0 .
0
0
-,0
0'
0 -
100%
2005-011
05-1219545
Concord Christian Center 8-Inch Sewer Main @ Manor Ave.
570
Domestic
` 570
0
0
0
0 '
0
0
' .0
0
0
0-
0
0
0
' 0
0
100%
2005-074
06-0118503
Laurel Park Subdivision Phase 5 & 6'
45,600
Domestic
, 45,600
- 0'
0
0
0
0
0
0
0
0
0
- 0
. 0 ,
0
0
0
100%
2005-081
06-0112502
Lowe's at Dale Earnhardt Blvd. -,
26,980
Commercial
26,980
0
0
0
0
0
0
0
- 0
0
0
0
0
0
.'0
0
100%
2005-084A
06-0120506'
Cabarrus Plastics, Inc. (Zion Church Rd.) Sewer Ext. •
835 -
- Domestic
835
0
0
0
0
0
0
0
0
0
0
0
0 -
0
0
0
100%
2003-038 ' -
05-1208543
Hearthwood Subdivision
59,400
Domestic
-
0
59,400
22,200
37,200
0
37,200
0
37,200
17,400
19,800
0 -
' 19,600
15,000 '
" 4,800
. 4,800
0
100%
2005-036
06-0120505
Christenbury Village D -
31,320
• ' Domestic
17,280
14,040 •
14,040
0
0
0
- 0
0
0'
0
0
0 -
0
•- 0
0
0
- - 100%
2005-027
06-0327508
Kings Grant Sewer Replacement - ' { '.
0
- Domestic .
0
'0
•0
0
0
0 -
- 0
0
0
0 -
' 0
0
0
0 .
0
0
. 100a/o
2004-048
06-0118504
Fourth Street Sewer Replacement .
- 0
Domestic
0
0
0
0
0
0
0 -
. - 0
0
0 -
0
0
0 -.
0
0
• 0
- 100 %
2006-013
06-0406510
Tribek Shoppiriq Center at Pitts School Rd. & US 29
14,569
"Commercial
14,569
0 -
0 _
0
0
0'
0
0
0
- 0
0
0
0
0
0
0
100%
2003-072 -
06-0530512 -
Hallstead Subdivision Phase 1 "
74,160 '
" Domestic
41,600
32,560
32,560 '
0 .,
0 .
- 0
' 0
0
0 - •
• 0 •-
- 0 -
0-
° 0 -
`0
0
0.
_ 100%
2001-005
06-0602513 - -
Corban Street/Ice Plant Sewer Realigriment '• .
0 - -
Commercial
..0,
- 0 t
0
0 .
0
- 0
-
0
'.0 ., -
0
0
0
0
0 : "
0 .
0
0
- - 100%
2005-066 -
06-0530514
Meridian Subdivision ,
5,760
Domestic •
0
5,760-
5,760
0
0
0
- -. 0
. 0
0
0
'- 0
0
0-
.. - 0
0
0
- - 100%
2006-006
06-0303507 .
The Villages at Moss Creek Phase 9
9,000 -
. Domestic
9,000
0
0
0
0
0
0,
0
0
0
- 0
0
0 -
0
0
0
- 100a/o
2005-021
06-0630515
Magnolia Crossing Subdivision Modification • =
-1,680
Domestic
1,680
-0
0
0 -
0
0
"
" 0'
• 0 -
0
0
0 •
0
.0
• 0
0
0
100%
2006-024
06-0807517
Cannon Crossroads Shopping Center •
46,255
' Commercial
-
46,255
0
0
0
0
0
0
. 0
0
0
0
- 0
0
0
- 0.
100%
2006-044
06-0828518
Afton Village Parcel 6021604 . • .. ...
23,520
Domestic
' 11,520
12,000
12,000
0
0
0
0.
0
0
0
0
.0.
0
0
0
0
100%
2006-035 .
06-0822519
Lowes Motor Speedway Sanitary Sewer Relief Tie -Over
0.
Commercial
.0
0
0
0
0
0
0 -
0
0
0
0
' 0
0 .-
0
0
0
100%
2006-014
06-0512511
Chelsea Park Sub. Sewer Extension •3,204
Domestic
'0
3,204
0
3,204
0
3,204
0 , .
3,204
0
3,204
•0
3,204 l
0
3,204
0
3,204
• Not -to be Constructed
-
2003-082
06-0913520
..
SkybrookVillage North(AKALaureldaleSubdivision-Phase 1), .
89,280
Domestic
36,720
52,560
26,280
26,280
0
26,280
3,960
22,320-
0
22.320
0
22,330
20,880 '
•.1,440
0
1,440
100% (4lots Eliminated from
Project)
2006-047
06-1003521
Convention Center Plaza -
50,475
Commercial
• 50,475
- 0
0
0
0
0
' 0
0
0
0
0
0
0
'0
0
0
- 100%
2006-028
06-0612514
Carl Furr Elementary School Public Water & Sewer Main Ext.
13,200
Commercial
13,200
0
0
0
0
0
0 -
0 '
0
0
0
0
0
0
0
0
100%
2006-029 ' -
06-0720516
Oxford Commons Commercial Site - . - . . •
5,960
Commercial
-' 5,960
0
0
0
0
.0
.0 -
0 -
0
0
0 -
0
- 0
0
0
0
100%
2006-034
06-1031523
Concord Retirement Residence at Branchview -
21,000
Commercial
0
'21,000
.21,000
0 '
0
0
.:0 '
.0
0'
0
0
0
0
0 - .
0
0
100%
2006-031
06.1207530
Concord Interceptor Tie -Over Tower Circle NW Sewer Connection
Ph. 1 .. '.
0
Industrial
0
0
0
0
0
0
0.'
0'
0
0
0
0
' 0
0
0
0
100%
06-1122527
Irish Buffalo Creek _Concord Sewer Tie-Overs:Tower Circle NW2006-031
Ph ,'
0
. Industrial -
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
- 100%
2006-031 ..
06-1130528 -
Irish Buffalo Creek Concord Sewer Tie-Overs Tower Circle NW
Ph.1A - .., -
0
Industrial
0
0
- 0
- 0'
0
0
. 0'
- 0
-
0
0
-.
0
0
.0
0'
0
0
•- 100%
2006-031
06-1025522. -
Irish Buffalo Creek Concord Sewer Tie-Overs Ph.5
0
- Industrial
0
0
0
0
0
0,
0
0
0
0
0 ,.
0
. - 0
0 •
0
• 100%
Total
Reported information based on the 2006 NCDENR DWQ Quartedy Reports and 2007,2009 2009, 2010, 2011, 2012, 2013, 2014 & 2015 Certifications
RECEIVEDINCDENRIDWR
JAN132016
WQROS
MOORESVILLE REGIONAL OFFICE
564,168 - 334,124 230,044 151,840 78,204• 0 78,204 3,960 74,244 28,920 45,324 0 45,334 35,880
9,444 4,800 4,644

City of Concord Annual Flow Tracking (FSTE 10/07)
2007 Permits
Receiving WWTP:
Rocky 'River WWTP"'
Permit Number:
NC0036269
'2007
2007
2009
2000
2009
2010'
'0
2011
2011
2012
2012
2013
2013
2
4
2014'
2015
2015 -
Clryelct No.
Prefect No.
-
Ciry el Concord PermlLNo.
- _
_ Protect Name
Obligated Flow (GPO)
Waslewaler7ype
,
". ,.
Tributary Flaw
(GPD) _
+
Non Tributary
Flow (GPO)
Tributary Flow
,{GPD)=,
Non -Tributary
Fbw(GPOI
:.
Tributary Flout
(GPO).:-
Noll-Trtburary
,Flow (GPO)
ri
Tributary Flow
iGPO)' -
Non -Tributary
Flow iGPQ)
Tributary Flow
(GPO)
Non Tributary
Flow lGP01
Tributary Flow
(GPO) -
Non Tributary
Flow
Tributary Flow
fGPO)
NFIoTributary
=:Fbw(GPD)
i w
Tributary Flo
(GPO)
No 7 buta
'Non-Tributary
Nn N ry
Flow lGPO).
ibuta low
Tr ryFlow
(GPOJ
.
Non-Tr,butary
: Flaw (GPQI
Constriction SWNs.
- ,
-200E-033
OG1122526,-..:
1 .A ., :�:.._ ';.. : . '� .,
Fullerton
ul erton. Place Subdivision Phase 1 ..
44,fi40
Domestic
'- 0
-44640 . ,
....
446400
.O
0
,.:0
, 0
'. 0_
.0
0 ,.
0 ��
- 0. � '
0.
.- 0 _
� 0 �
t0
� 0''
,.. 100%
-
2006-027
...
-.. 06-1025524. ,..
.`. -, -. .. _.
Cabarrus County Law Enforcement Center,. Phase 1 , "-....
..,' r.7,200
" , .
Commercial
r.. :
: 0. ..
., :.
.. - 7200..
'0.
, 7;200..
- 7,200:
0.,', .
... 0
- : 0
:. 0 .
0
,. 0
,0 ..
0,. -
- 0 . -
.... 0
0
'-0.7:
0..,
.. _ . 100%
200 7 003
07 0126502 +
Ruckus House Leamm Center Moss PlantationAve Ext. ,. ,:
9
8 250 ,
- . : Commercial
" ,
^ 8 250',
! : 0 '-
` - : 0 -
0
: 0<
0'
+0 -
-:' -, 0 '
• .+ 0' ,
- 0
0
-D -
0
= 0
' .0
0 -
0 '
0
s. 100%'
,::
20D5-062
• :...,:
06-1220533
s,. .. - .. ... •.
...", PhaseWest
Intemabonal Business Park Phas 2 We t
.:._.
16,000.
dustria ,
- In I
6000.
1 ,
_.. 0
m 0 :
' .0
0_,
0
.0,
0:
"0
_..
0._..
D ..
,0
'-0
... 0
. •'
.0
O. .
'
0,'
' 100%
2007-005 .
07-0214505
The Mills at Rocky River Subdivision Phase 1, Pump Station & Force Main
27,120
Domestic
9,360
. 17,760
0
17,760
0
17,760
0
17,760
0
17,760
360
17,400
0
17,400
0
17,400
11,800
5,600
95%
2006-023
07-0126503
Hampden Village Subdivision
63,360
Domestic
0
63360
21600
41,760
0
41,760
0
41,760
0
41,760
0
41,760
0
41,760
6,840
34,920
15,120
19,800
70%
' 2006-074
_ 07-0227508
Pebblebrook Circle SW 'Sewer Eztenslon _ -
1,440.:
'-- Domestic
-
- 0
-1440 .
`1440
'0 :'
-• b " '
- - 0
" 0
0 '
0 '
0 `:
0 - '-
0
•0' '"
' 0
� 0
"0 ..
0. ° --
" 0 =
• "100%
2006-068
'
. 06:1204529 . -
us o .• .. -,.
oSubdivision
Roberta Meadows Subdivi i n _
0
,.
-Domestic
Dom
-_ 0 •"
118800
11880
s.
0
0
_0
0
0
0.,:,
0,
0.,..:,
0
0
-., 0
0
O:': :.
0
...,,-" _,100..
-_,
, 2003 070 ..
.06-.1212531.:.
..
Roberta:.Road.SewetLine B Extension, - .
, ..
- -:2,880
- tic -
Domestic
- 0
,: - .,
2880 ..
0
2,880 ,..,,
,'_..
0 �
. `:2,880
� 2, ,880 -.
0
,.
� 0 --
0 -
,
'. 0
.. �0
•� .`0:, ,".
- "0
0
� �'
0
� r
0 ::
', 0.: �.
. , '-100%
- 2006-056
, 06-1212532
.• , ... o i .• t i ,,,
.. ,.; ,.
Concord AlrportBusmessPark-Sectiorr3 Phase-1 .
.... , .,..
13,769
- :- -
,.. c I
Commer la
•
. . _; 0, ,;
_
-
13769';.
,,
3500:
10,269
. ,. .
.0-
- ..,
10,269
_. , 0
-_
0 69'.-.
1 ,2
. D ; -:..
.: , '10 269
- _
0.,.
_
-'10 269.
e, ,0''
,,
"`'10,269
'. `10 289., ,
-.:.
0 '-, '..
- - "
0.'
_' '. _ '`100%'.
...
2006-049
.;
07 0418511-
Ridge •. i .
Oak.Samtary Sewer Pump,Statlon #29 Abandonment by Sewer Extension .
0
. -.,
Domestic .
,
,
0
:
0
.. .
0
. ,.°:
0
.
0
0
'0'
_
0
' 0
0
0
- 0
0
- . 0
t .,
0
0
0
- 0=. - -
100%'
•
2005-092
- -
,0.. 0 -
7 02195 7
. :. ;`. _ .:.. .
o la TrailsSand Filter Outfall. .. ".
P p r, ._.�
,: ` ,,..,
6840. ..
Domestic
�. 0. .:
6840
-
-:. 0 � ...
6840.
-0
:6'BAOh
.:
.-0 �
6840
.„6840�' ..
-,• 0 ::
� 0 •.
0. �
•LO,.
� 0
,. 0
,0. '�
0-,
•0�•��.
, 100%
` � ' � -' o
2007-.019
.. 07-0517512
St. Charles Avenue NE Sewer Replacement - . ^ .
',- -, 0 ,.. •
., Domestic -
-, 0, -
0
0
0 -
0 '
0`
0 . -
0. '' •:
' "- 0., ^
', 0=
• , " 0 "
-" 0^
0 , •,
: `0
0
0 •
' 0,
• 0
- :.:100°l0
2003-038
: 06-1104525 - -
Hearthwood Subdivision Modification • . .- '
,.4800" ''
Domestic
0 -
": `4800
_ 4800' .
0
0
0 :
.0 =
- 0'-
- 0
0
. 0-
0
0
' 0
0'
0 -
' ' 0
0 -
... 100%"
2005-086
OZ 0614516
& e er tation & Force Main=3
Pleasant 'Oaks Sub:Ph.1, Water Man Gravity S w , Pump S
8
2 .1 0
' - • Domestic
:; 0
23180 -
0
23180' --
• 0� -
23 80-
2 1.
- 0
23180 `:
0
,-'23180-
0
, 23180'
-:23;180 .
' 0
0
0-`
0
• Cr
' 100%
2006-059,..06
- _ ..
1026524 -,. .
- .. .-... ..,
OxfordCommons Town Homes Phase 1 - _ .... ,.
28,800
Domestic
. Dom st
;:.. 0
.
... 8800.26800
2
.;
-, ,:0
_ 0,: ,.
, .
, 0
.:.0. �.:,.
_. .
-0
, 0 ...
,. 0 '.
0,.
_ 0
. 6 ..-
. p, .,
0.
.. ,�, .0
-... _ ,.100%
2006-046
07-0215506'
Hallstead Subdivison Phase 2
96,840
Domestic
0
96840
0
96,840
0
96,840
0
96,840
0
96,840
0
96,840
0
96,840
0
96,840
0
96,840
0%
2007-043
07-0607515
The Mills at Rocky River Subdivision Phase 2
82,440
Domestic
'0
82440
0
82,440
0
82,440
16,920
65,520
0
65,520
0
65,520
0
65,520
4,680
60,840
0
60,840
60%
2006-017
07-0330510
Cedarvale Farm Sub. Ph. 1 Water Main, Sewer Main & Pump Station
54,360
Domestic
. 0
54360
0
54,360
0
54,360
21,240
33,120
0
33,120
0
33,120
12,240
20,880
10,440.
10,440
0
10,440
90%
- 5 •
07 0625518
Oxford Siteo if ., -, , _ , .. - .'
Oxford Commons Commercial Srte�Modifications 2 � ".
.0 „�
, Commercial
.0
0 , •
;. 0 : -
,• •^0 :
'� 0-:.r� ,
- 0-�
� .� 0
,." 0 -
,� 0�
-. �, 0 ;
0. -
p - �
,. '0
� � • �
., 0
... , 0
0
D
0 , .
,100%
2007-024
07-0630519
Fullerton Place Subdivision Phase 2 & 3
53,850
Domestic
0
53850
20730
33,120
0
33,120
0
33,120
0
33,120
1,920
31,200
0
31,200
0
31,200
31,200
0
100%
' 2006.069
07-0620517
Bedford Farms Subdivision Phase 1 - -
23;900
Domestic
0 -
23900 . '
23900-
0
0
0
0
0
0
0
O.r
0
0
0
0
0
0
0
- - 10D%
2006-061-.,'
07-0606514
- , -
Burrage.Road Sewer Aerial ReahgnmentP,h.1 ,.. ,,..
:, -. .-
.,,, .0
., ..
..Domestic
-.
"...
0 "
-
0
-�: 0
0.-
0-..-
" .
��: 00
�. 0'
,. 0 -
�� .,.:
0 .i
.:0."
0-.
0.
i;0.
., .. 0
-. -
..: 0
_ '0
.0'
- .. 100%
"=
2007-060
07-0830525
Glengrove Sub. Phase 5-12
43,560
Domestic
'
: 0
43560
0
43,560
' 27,000
16,560
3,960
12,600
10,080
2,520
0
2,520 .
0
2,520
-720 .
1,800
0
1,800
1006-
2007 055
07-0815524 -
ConcordGeorge Liles Blvd, . Pavilion at - .
5,362 '
_ Commercial
0
,. ..
- 5362 _
- 5362'
0
0,.,.
D
0
0
0.
0
0 .. ...
" 0 ; :.
0 ,.
0, ....
0 -
0 ` ,
0
0
0"....
... ,..100%
2006-031
- _
OZ 01085D1
_ - i --. ..
Concord.Interceptor T'ie Over.Tower Circle, NW Sewer ConnedlanPhase3&.4A.
-_
0
"' rr
,,. _ .Industrial
. .'::-
-
0
0
0
- ....
0'
,
0 :
_
0
_ 0
0,.=.
0
00
0'
-0
0
, -
0
- 0
"0
0` -
-
-' ,• 100%
2007-006
, 07-0810526
Sapphire Hills Subdivision .
' 21,600 -.
Domestic
" 0 -
.• 21600
Or .
21,600
- 8,640 -
12,960
7,560 :-
5 400 •
5,640
360,
, 0 - -
360
360 =
0,
^ 360
-0 -
`'360
'100% Lot 24 not to b'e constru'cted
2007-057
07-1029531
Graham Drive SW Sewer Relocation Phase 1 - .. - -
0
'- Commercial
0 .
0 -....
. 0
0 ....
..
...
0
-. 0 ,
Q
- 0
' 0
0" =
0
0 :.:
- 0'
, . • '! 100%
2007-069 :
07-1005528 - ..
The Mills at Rocky River Sub: Ph. 3 Pump Station & Force Main ': - ,.
37,800
, Domestic .
, 0
37800
0
37,800
0
37,800
0
37,800
0
378 ,00
0.-
- 37,800
37,800
0
0
0
0
0
- g.100
2006065
06-0621530 ;, - ,
GopperField Phase 2 ,:,.., ,. 1. . ,..: . . - .. :,
, ;.'
14,786
:. • -- " i
: Commercial
�-.,
, . 0
.- 7
14786. _
.-.0
� 0
14,786-
�� :' 0
- � 14,786
_ .
:� .- �'
_ 14,786�
0 �
14:788 '
0..
- 6
'14,78
, *� � 0�
�14,786�
_ - 0., _
� 14;78 �'•
6
0
14,786�
.Not to be Constructed . - . ..
2007-009
07-0208504
The Villas at Winecoff Subdivision
34,560
Domestic '
0
34560
0
34,560
0
34,560 '
4,680
29,880
0
29,880
- 0
29,880
0
29,880
8,280
21,600
. 0 -
21,600
50%
2005-067 _'
07-0910527 .
Hackberry Place Sub. Ph.. A -
6,480-- ..
.'Domestic•
0
6480 -
0
•..6,480
- 0.,
.6,480, -
0
' 6,480=
•- 5,040..
1,440'
1,440 '
0
0
' '0 -
..� 0 .,
�0
.0
- 0'
-100%
0 -
200A-108,
..." ' ..
.. 07-0604513.-,The
i.. '- - „,,. ' - ,
Pointe. at St. Andrews _ ;• - -_ - �-,
. _
- 14,760 ,-
Domestic
'0 '
-:-14760^
0
14,760
0� :,
.
�94;760
-,. ,0 -
.: 14,760�
• 0 �
0
".14,76 :. �:
0
�_14,Z6.'
, 0 _
0
0
0
„
0 '.
, 0
,0
.1 00%
2007-049
07-1114533.
Pleasant Oaks Sub, Phase 2 & 3
50,400
Domestic
0
50400
0
50,400
0
• ' 50,400
0
50,400
- 0
50,400
0
50,400
0
50,400
- 0
50,400
0
50,400
100%
2007-070 -
07-1008529 - .
Crescent Apartments Ph,'1, Public Sewer Ext. . °
-0 .
Domestic
. 0 ;-'
0
0
,0 -
0 _-
0 ..
0
0
0
0
0
0
0
0
0
0
0
0-.
- ° 100%
2007-056
07-1203534
Pendleton Subdivision Phase 1
28,050
Domestic
0
28050 .
0
28,050
0
28,050
0
28,050
0
28,050
0
28,050
0
28,050 '
0
28,050
0
28,050
50%
2006-047 -
06-1063521.. '
ConventionCenterPlaza Modification -° '. -
12650
,, - Commercial
:-
' 42650`
' - 0"
0. `".
0. -
0' -
'0 .,
-"•-0 -
• 0'
- : 0-
0 ''
0
0 •
A- .
".- '0
0
,,. 0 ,.
. .. . , .-.100%
Total
841,557
46,260
795,297
166,652 ^ 628.645
42,840 585:805 ` 57,240
528,565
27,000 501,565
18,480
483,085
^73 220
409,865
41,229 368,636 _
58,120
310,516
Reported information based on the 2007 NCDENR DWG Quarterly Reports and 2007, 2008, 2009, 2010, 2011, 2012, 2013, 2014 8. 2015 Certifications

City of Concord Annual Flow Tracking (FSTE 10/07)
2008 Permits
- - Receiving WWTP:
Rocky RiverWWTP'
Permit Number:
NC0036269
2008 -
2009
2009
2010 _
2010 ..
2011
2013 - <
2013 ;
2014
2015 _^
2010
City of Concord Protect No`8 '
6- City °IConcord Permit No.
Project !Janie
Obligated Row (GPO)
,Wastewate,-Tyipe
TObutary Flow
(GPO) -
NFlow (GPD)on-T.nbutary
Tributary flaw
(GPO)
icon -Tributary
Pbw(GPO),
Tributary Flow
OGPD)'
N [GPO)fTributaty
Flow
Tribotary Flow
(GPO)
NO -Tributary
Mow (GPO)
Tributary F)ow
(GPD)"
NO-TrOutory Tributary Flow
Flow(GPO) - - (GPI))
Non -Tributary.
Flow (GPO)
Tributary Flow
(GPO)"
Non -Tributary,:
Now (GPO)
Tributary Flow,
=(GPO)
Non -Tributary
Flow (GPO) •
Construction Status
2007-073
07=1111532
Great Wolf Lodge of Carolinas-'.
0,.
:: Commercial •
0
0
0
0
0
0
0
0
•0
0.:
0
'100%
2007-078
07 1214537
Tliunder Road/Wal-Mart at Concord Mills Blvd.
2'8;288
Commercial
28,288 ,:
0 '-
0`
0-'
0-
0
0
0
0
1 100%
2007-020 .s
2002-036
2007-058
- 07-1214536 -
08,0208502..'
= 07-1220539''
CAT-Hollard:Sewer Outfall -
Kusen Bluff Sobdivisioa
Florence Sty NW Sewer. Relocation
Industrial '
Domestic
.Industrial:-,
0.
0
3,960.
0=
0
0
3,9501
.0:
0.-,
'' 3,960
0'
0
0'
0 :;
0
,e'3,960:`:,,
0
0
.3j960ii
0
-100%
3,960,GPD not to be •
added to system:,",:
.100%
2005-029•'
05-1208542i-'
Indian Rua Creek:Sewer:Trunk Relocation .
,,,.Domestic/Comm
0
0
0:
0
0...
0
0
100%
2008-001
2003-061
-08-02135034.
08 0312506`�
Coz`Min High School Public Sewer'Mai. Extension
Cooventioii Center Plaza' Modif cation`
;22.500,-
i. '' Commecfal
ommercil'
0r
0
22,500'
"0r
0
-rib 22,500 C£
0
0'
0
0
0
0
:;100%
.100
2008-004-•
08 03'03504'
frisk Buffs[. Creek Concord Tie -Over Terminal Court Phase'6'
0
Domestic/Commercial'
0
0'
r0
0
0-
100%
2008-016'1""
2007-053', ' - -.
2008-004".-.
2008-006`="
'" 08-0415510'..".""
07-0726523v
•-08 0501514
08-0410509
SMI's NIIRA-Drag Racing Facility of Ctiarlotte'Motor Speedway'
The Basin. ROC 2100 6W/121;E 0100N Offsite Sewer`(Sechm2=Gravity Sewer)-:'
Irish, Buffalo. Creek Concord Tie Over. Tower Circle Phase '"
Edison Square Commercial(Public) "'
, 1143,000i: ,
78,875."" . •
ommercial:, .
Domestic/Commercial
Coinmeroial/Domestic'
CommercialJDomestic
-143,000`
0
19,825'
'0
0
59,050
0
0
0`
0
0
0
":"59,0501
'0
0
- 59,050
'0
0, .:
0"
0t -'
'%59050
0
0 _,'
0'
• 59,050
'0
0
0
0
0
0.
0
0"
59,650- `=
0"
-•0
0'=
'9'
59;050
.,100%
'100%
100%
Project CI oSed'i,"! N,
59 050 GPD not tobe
added'to system ••,
2008-009
2008-013
200.8.015
2008-010'-.
2006-047 -�
' 08-0317507'' �'=
-084)501513'
-08-0407511.
• 08-0420512
08-0611518
Bursa„e Road Seiver Aerial RealigumenlPh. 2 & 3 , "
Weddiagtoa Road Commons''
Coaeord Regional Airport (South Development Pk. 1B)
Christenbury Corners: Northeast Corner-Outparcel ,.
Con8entioo Center Plaza Modification 2 -
.:23,378 .'
'3,520 .
30,537„...
:6,975
I-Domestic/Commercial'•
Caitimercial
Commercial.'-
Commercial•
0
0
6,975'�
0'
23;378
30,537
,,
-23,378.
0
• 30,537
0•
0
0
-3,520
0-
0 -
0 .:
3,520
0
0.
0'
0
0
0
0 ,-
0
:0
0
0
:0
0
0
0 .
0'•
0
0
0..
.0
0
0
0
0
0
0
0
0
0
0
;fin
0
0
0
0
0'
0
0
0'
0'
0;
100%
,100%
:100%
-"100%
• '100%
2004-077
'08-0606517'-
Winding Walk Subdivision, Phase 2 Modification 2
'2,880. , `
- Domestic =
2,880'
.0
0}
0
0'
0.
0"
0
0" .'.
0
0
0-
'0
0
100%
2008-018
2008-008
08-0527516.
'0810404508
Brook Ave. & Charter Ct. Outfall Replacement`'
Laurel Park Subdivision Phase "6A.; ,
Domestic
• Domestic •
0
0
0.
0'
0
0
':9,600," ,
0
0.
0`
0'
• 9,600
0
0
0;
9,600
0
.9,600
0
9,600.-' •
0
0
0
100%
100%
2005-067.'_'
2007.057,', ,.:
07-0910527. '
07-1029531, ;.{
Hackberry Piece Subdivision,Modificafioo'Pilase A and Phase B
Graham Drive SW Sewer Relocation Phase 1 andPhase 2. r
0'
Domestic: _
Domestic .
0
0
11,160,
0
0
,, 11,160'..
0
0
b.
0
0.
100%
00%
2008-034.,:
08-0819523
Coddle Creek Market Lots 1 & 8 Water and, Wastewater Extension
• - Commercial.....
7,400
•
.0
'-7,400
0 -
2008-037.
2007-053
2008&015,-
2006-031
08-0808522
07-0726523 '-.
1, 08 0407511.-
::: 08-1014527. •
Icing's Way Baptist Church Sewer Extension
The Basin ROC 2100 SW/REE 0100 N Offsite Sewer &:Access Road)'
Concord Regional Airport Modification. (South Development Phase 113 & 2)
Kiser Woods Subdivision Phase1= Modificatiou'(formerly'Kiser GleaSubdivisionPhase 1) -
2,300
o.
0
Commercial
Domestic (,
Commercial;
Domestic *'
0
0.
0.
0
2,300
0 t
o,
0
A
0
2,300
0
0
"0
2,300
0
2,300
0'
0
0
2,300
:100%
2008-026 "
2005,038
2006-051
08-0711520
-'�'. 05 1122541r.
08-1211530, -:
Wellspring Village
Cheistenbury':Village"C (Towe'r Cros"siags)'Modifcetion -' ".
Magnolia Sewer Replacement'
Total
7,250
383,0'63 ,
Commercial
`,.Domestic ,.• `
Domestic-;.
0
0
0
200;968
7,250
4r'11440'! .
0
-'_182,095
0
53,915.
7,250
1,,440-'" t:
0'
128,180,
0
=1,440''"-
7,250
7,250
•
.7,250
82,160
0
9,600
7,250
0
0
7,250
72,560
Reported information based on the 2008 NCDENR DWD Quarterly Reports and 2008, 2000, 2010, 2011, 2012, 2013.2014, 8 2015 Certifications

City of Concord Annual Flow Tracking (FSTE 10/07)
2008 Permits
Receiving WWTP:
Muddy Creek WWTP
Permit Number:
NC0081621
2008
2008
2009
2009
2010
2010
2011
2011
2012
2012
2013
2013
2014 2014
2015
2015
City of Concord Preto
N.
CIry of Concord Permit No;
-
Projeet.Name=
`
.. :
Obligated Flow (GPD)
Wastewater Type
Tributary Flow
(GPD)
-
NonTrbutary
Flow (GPD)
Tributary
r ry Flow
- (GPD),
-
Non Tributary
Flow (GPD)
Tributary Flow
(GPD)
- ributa`
NonT ry
Flow (GPD)
Tributar Flow
y
(GPD)
Non-T buta
N r ry
-
Flow (GPD)
-
Tributary Flow
y
(GPD)
Non -Tributary
ry
-
Flow (GPD)
Tributary Flow
y
(GPD)
Non -Tributary
utary
Flow (GPD)
Flow
(GPD)
Nen-Tribute
ry
Flow (GPD)
TributaryFlow
(GPD)Flow
Non-T rbutar
r y
(GPD)
Construction Status
2007-068
07-1204535
Saddlebrook Subdivision Phase 1
60,840
Domestic
0
60,840
0
60,840
0
60,840
. 18,360
. 42,480
13,320
29,160.
7,920 :
—
21,240
7,560
13,680
12,960
720
2 lots Not to be Constructed.
Project Closed 100%
,,,
20b4043
'`.
� ,
t1�-1n_4538
. - ....
TudeK Chss..,Sr�weron Mo�ficebon 2. .. _. _
::.
,^
1:,930
.,. .,, . .. ;
Dontcsn..$a,mmcaraf
"9
1, 30
;:..
...
D
... ,
.0:-
...
,. >. 0
.
.0.
50
0
...D.
;:. ,
,�.,
a
0'
<. •
.:
0;.,..
� ,
.
0.
-„'
..,
0
-.-0
"
� ;
0
� 0. '.
'�'+
'•' `' D
� y.x,
u
:e .,, y. . �.. 16`D°'o
Total 62,770
Reported Information based on the 2008 NCDENR DWQ Quarterly Reports and 2008, 2009, 2010, 2011, 2012, 2013, 2014, 8 2015 Certifications
1,930
60,840
60,840
60,840
18,360
42,480
13,320
29,160
21,240
7,560
13,680. 12,960

City of Concord Annual Flow Tracking (FSTE 10/07)
2009 Permits
Receiving WWTP:
Rocky River WWTP,-
Permit Number:
NC0036269
2009
2009
2010
2010-
2011
2011 "
2012
2012'
2013
2013_
2014
2014"
2015
2015
Day of Concord Protect No.
City Or Concord Permit Np.
Project Name
OblIOated FIOW (GPI))
Wastewater Type
Tributary Flow-NonTribnary
(GPD) Flow (GPD)
Tributary Finn,
(GPO)
Non.Tnbutary
Flow (GPO)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
• Tributary Flow
(GPD)
Non TrIbuta1y
Flow (GPD)
"Tributary Flow —
(GPO) -
Non -Tributary. Tilbotery now
Flow (GPD) (GPD)
Nal TdbUlary
Flow (GPD)
Tnbutarynow
(GPD)_
Non -Tributary
Flow (GPO)
a Constnic8on St'arus
2007-028'.
08-0731521
•
Poplai=Tent Rd 24-Inch Water. Line & 8-Inch Sewer Main Relocation
Domestic
0
0
0
0
0
0
0
0
0
00%
2006-060:
2009-003
08-12'08529
080906505.
09-0122501
Irish•Buffalo/Downtown-Outfall,Replacement..
Irish:Buffalo Creek -Zion Church 24-Inch Sewer Ouffall:Upsize Phase 1'& GlenI aurel
Manufactured Housing, Community 24inch Gravity Sewer.
Jacobs Landing Town Homes
55,680
DomilndJComrnercial -
' Dorn/Ind/Commerciai''
Domestic
0
0
0
0
0,
55,680
0<
0
0
0
• 55,680
0
• 0
0
55,680
0
0
0
55,680
0
0
11,880
0
43,800
0:.
0
0
43,800
O..
0
0
43,800
100%
2005-067....
07=0910527'=;
Hackberry Place SubdivisionPhase B Modification
0:
Domestic°.
0
0
0
0
p
0
0
0
10056
2008-017 >.
2005-091'
09-0311503
09-0401504' (Permit rescinded)
Wilson, Street NE Sanitay Sewer Replacement, :...
Franklin Avenue Sewer Replacement .'
Domestic (100%) _-
0
0
0
0 :;r,
0
0
0.
0
0
0
0
0'
0.
0:
'`0,
100%
-.. 100%
2009-004'
2009-028
2007-059,
2009-037-1
2009-020
2009.0i9
2008-015'.,(
2005-038
2009-)45`
-09-0202502.
09-0521508
,09-0315506-
08-0808522
09-0626509
0910415506
08-0407511,.
05-1122541:
09-082651.1
Jacobs'Landing conimercial"Outparceis Waterend.WastewaterExtension",
Utility Precast of Concord Ivey Cline Sewer Modification (aka Concord Regional
Airport South Development Phase 1B & 2)
Morrison Road. Pump Station and,Force Main Elimination
Hendrick -Concord Collision Centerat Ruben Linker; Rd.
CC Griffin Middle School (Formerly: Rocky River Middle School) aka Lower Rocky
River Elementary School
Crosspointe'BaptistChurch Private`Water Line`&'Publlo'Sewer
Concord: Regional Airport Modification 2'(Solith Development Phase 18 & 2) •
Chrisienbury Village C (Tower,Crossings) Modification 2.Phase 1 & 3 (2005-038).
Christentiury Village C Phase2& 4'(2009-045)
85-000�
0
4,970,,
12,000
2,100:'''
3,520 ,-.
0'
Commercial(4%)
Domestic(96%).
Industrial (10%)
Commercial (70%)
Domestic (20%)
Domestic (100%)''
„ Commercial (.100%)„
Commercial (100%)
'' :COnlmercial'(1do%)-".
,.. Commercial (100%)
Domestic 100%,..
Domestic '
0
686
0
0°
0 12,000
0
2,100 •
3,520
0
0
0
e •.3,520 a
0'
0
01"...
12,000
•' 2,100' t"
0
0
0'
0
0
0
.2;100''^
0
85,000,
0
4,970
12,000
0
-0
°0>
0
0
11,0
4,970
0
0. ,
0
0
' 85 000
0
0
0,
•12,000
0
' 85,000-,
0
0
0
0
0
0
0
0
12,000
0
0
0
0
0
0 :;-
0
0
0
12,000
0
0=
0
0
0
0
0
0
0
0
0'
12,000
0
0
0
1od%
100%
100
100%
100%'
100%
100%
`700%
Total
163,270
163,270
3,520,
159,7504
2,109'
167,650
4;970,
152,680"
96,880
55,800
55,800
0.-,
55,800
Reported information based on the 2009 NCDENR DWG Quarterly Reports and 2009, 2010, 2011, 2012; 2013, 2014, & 2015 Ceraaeaaons

City of Concord Annual Flow Tracking (FSTE 10/07)
2010 Permits
Receiving WWTP:
Rocky River
Permit Number:
NC0036269
2010
2010
2011
2011
2012
2012
2013
2013..,
2014
2014
2016.,
2016
City of Concord Project No.
'2009-066
2008-063-
' 2010-012
201.0-003 '
, 2010-039
2008:029
2009-003
,City of Concord Permit
No.
06-0602513
09-090851.3
'09-1130514
.09-1211515 .
10-0115501
10-0302503
10-0609506
10-0909509
'10-1101511
'10-11.01512''
08-0317507'
09-0122501
10-1119516
Project Name
CorbanStreet/lce Plant Sewer Reeligriment-Phase1-& 2
Cannon Crossroads 8-Inch"Sewer: Line Extension
Wexford Pointe Apts. Public & Private Water & Sewer
Walnut Avenue 15-Inch Sanitary Sewer Line Replacement :. =;
Brook Avenue & Charter Court Outfall Replacement Phase 2
East Congregation of Jehovah's Witnesses
Rocky River Community Church Public & Private Water & Public Wastewater
Branch Drive '8-Inch Public Sewer
Poplar Woods Phase 1 Pump Station & Force Main Abandonment
Pokeberry Trail Sewer Extension'.
Burrage Road Sewer Aerial.: Realignment Phase 2 & 3
Jacobs Landing Town Homes Modification 1
Irish Buffalo Creek Concord (IBCC) Tie Over,, Tower.Circle.NW Phase 8
Obligated Flow (GPD)
0'-
11;700 ,:
' 19,705
0..
0
.795
1;750
0
10,080
fi', 4,680
0.:
10,920
0,
Wastewater Type
Domestic/Commercial
Domestic/Commercial '
Commercial
Commercial
Domestic ';
Domestic
Domestic --
Domestic/Commercial -
Domestic
- Domestic/Commercial
Tributary Flow
(GPD)
0
0
0
0
0
0
,Non -Tributary
Flow (GPD).
0'.•
11,700.
19,705
0.
0
795
1,750 -
0
10,080
4,68o,'
-
10,920.
0'
Tributary Flow,.
(GPD)
0
0
19705'
0
0
- 1,750 '
0
10,080
4,680
0 .
0
0
Non -Tributary
Flow (GPO)
0
795
0'
0
0-
10,920
0
Tributary Flow
(GPO)
'0'
11;700 r,,
0
0
0
0 ,
0
0
0
0
-0
Non -Tributary
Flow (GPD)
0
0
0
0 .r
0
795
0
0,.
0
10,920
0
Tributary Flow
(GPD)
0.
0
0
0
0.
0
0
Non -Tributary
Flow (GOD)
0,.
795
0
0
0,
0
10,920
0
Tributary,Flow
(GPD)
0
0„
0
0
0
0
0 -,
0;
0,
0
Non-Ttibutary
Flow (GPO)
o
0
0
0
795
0:
0
0
0
:10,920
0
Tributary Flow
(GPD)
0'
0
0
0 .
0'
0
0
0
Non -Tributary
Flow (GPO)
795
10,920
0.:
Construction Status
100%
100%
100%
100%
0%
100%
80%
Total
59,630
0
59,630,
36,215
23,415
11,700
.11,715
0,
11,715
11,715
11,715
Reported Information based on the 2010 NCDENR DWQ Duarte ly Reports and the 2010, 2011, 2012, 2013, 2014 & 2015 Certifications

City of Concord Annual Flow Tracking (FSTE 10/07)
2011 Permits
Receiving WWTP:
Rocky River:WWTP
Permit Number:
NC0036269,
2011 2011
2012
2012
2013
2013
2014
2014
2015
2015
City of Concord Project No.:.
City of Concord Permit:No,
- - - _ -- _
_ w=, - .Project Name
_.
;,
Obligated Flow (GPO)
Wastewater Type
TributaryFlow
,.
(GPO)-
Non -Tributary
ry
: Flow(GPDj
TributaryFlow
„(GPO)
Non-TributaryTributaryFlow
t: Flow (OPD)
-tGPD)
Non -Tributary
ry,
Flow (GPO)
TributaryFlow
(GPD).;
NMI -Tributary
ry
Flow(GPD)
TributaryFlow
(GPD)�,,.
Non
-Tributary
)=Construction
Row(GPD)-
Status
_ --
2006-052
-"
10-0608505
-
Larkhaven Outfall 8. Sewer ReP lacement _ .>,
".
."0 ,
- `
Domestic/Commercial
0 '
0-
0
0
` 0 .
0
0
0
0
0
100%
'
2006-052'
; -
10-0608505 MOD
Larkaven Outfall 8 Sewer u f 1 2 Rep lacement -
h O t all Phase & p ,
�
0
Domes ic%
t Commercial
0
0 �
' 0
'
0 :
0
0
0
0
:
;
0
0 . . ,
100./0
2010-056
10-0720507
Concord Shops 8" Wastewater Extension (Weddington Rd & Pitts School Intersection)
642
Commercial
0
642
0
642
0
642
0
642
0
642
100%
-
2010 073
10-1105515w
. -_ ..
Short Sewer Replacement , ,
.. 0 , :•
Do
'Domestic/Commercial
0
0
0,,
"
;,..: 0
0 .
0
s' ,r
0 ..:
...
0
_
::,
0
0 ,.,,
100%
2009 067
.. �
11-0216501 ... �•
-
.l. ,,.. .. _.,, .. ..
Glen ZionLaurel to Church.Rd Sewer U stzln ,. -
Upsizing
_"
,,. 0
-,• '.
., >,Domestic
0 ,:
0
�
0=.
,° ,.:, 0 -
, ` 0 's
.;x.:,
;,::
0
, .0
�
0
=
_:
0.=,
,'° 0 is , ,
- %
;100-/0
2009-068
11-0218502 - ',
Cascade:SewerAerial,Eliminatloq
0
-,Domestic/Commercial
0'
0` •
0
0
0
0 ..'
0
0
0
0
100%
2005-033
05-12145.44
Christenbu : Villa a B Meadow Wood :'
1,800
-
Domestic
1,800 '
0 .:
-"
0
0
0
0
0 "
0
''`
0
'
- 0 '
';''100%
2011-051
11-0817507
City Place (CVAN) & Sewer Line Relocation at Spring St SW
0
Domestic/Commercial
0
0
0
0
0
0
0
0
0
0
100%
2011=033
0 3 03
1-1- 52 5
Poplarrg ) ( P)5
Tent NE(off George W. Liles Pub Water & Sewer Solace Spa)
3'375•
Commercial .
0
3 375
3
37
0
0
0
0:.
0
0
0
100./0
Total
5,817
1,800
4,017 ,- 3,375
642
642
642
642
Reported information based on the 2011 NCDENR DWQ Quarterly Reports and 2011, 2012, 2013, 2014, & 2015 Certifications

City of Concord Annual Flow Tracking (FSTE 10/07)
2011 Permits
Receiving WWTP:
Permit Number:
Muddy Creek WWTP
NC0081621
2011;..
201
2012
2012.
2013
.
2013
2014
2014.
City of Concord Project
No.
City of Concord Permit No.
Project Name .
Obligated Flow (GPD)
Wastewater Type
TributaryFlow
(GPD)
Non-TributaryTributary
ry
Flow (GPD)
rY Flow'
(GPD)
Non-TributaryTributaryFlow
Flow (GPD)
°(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Construction
Status
2007-068
07-1204535.. ,
Saddlebrook Subdivision, (Renewel)0
Domestic
0_,, .
0. :.00
;0,
0.
0 ,T .
0 ,c
0
0
o.
1 /.
Total
Reported information based on the 2011 NCDENR DWQ Quarterly Reports and 2011, 2012, 2013, 2014 & 2015 Certifications

City of Concord Permit No.
11-0726505
.11-0726506
1.2-0329505
12-0711507
'12-0912510
12-1005512
12-0727509
City of Concord Annual Flow Tracking (FSTE 10/07)
2012 Permits
Receiving WWTP:
Rocky River WWTP
Permit Number:
NC0036269
2012
2012
2013
2013
2014
2014
2015
2015
City of Concord Project No.
2010-008
2010-008
2011-016
2012-029
2011-010
2012-019
2011-028
2009-050
2012-044
2005-091
Project Name
BeII & Corban 12-Inch Sanitary Sewer Replacement
NCDOT I-3803B 1-85 Design Build Project— Public 8-inch Sewer Realignment (Poplar
Point Commercial & Poplar Point at Odell School Rd) Phase 2
NCDOT 1-3803B 1-85 Design Build Project — Public 8 inch Sewer Realignment Poplar Tent
Intersection with Goodman Rd. and Ivey Cline Phase 2
NCDOT 1-3803B I-85 Design Build Project— Public 8-inch Sewer Extension (Davidson
Hwy: at International Drive)
Bexley Village at Concord Mills„Phase:2.'
Georgia St. to Young Ave. Sanitary Sewer Replacement
Concord100 @ Christenbury Corners. SE ,,
Palaside Dr. NE Sewer Replacement
Waterstone at Weddington Public:&Private Water & Public Sewer
Odell Drive Sewer Outfall Replacement
Cabarrus Ave. Railroad Bridge #266
Oiles America Plant Expansion Public & Private Water and Public Sewer
Franklin Ave NE Sewer Main Relocation.
Southern Chase Outfall'Sewer Upsiiing
Obligated Flow (GPD)
0
0
0
25281,.
0
90,755
0
0
11,050
0
0
Wastewater Type
Commercial 100%
,Comercial.i00°
Commercial 100%
Commercial 70%
Industrial 30%
100% domestic
100 % Commercial
90%.Domestic, 10%
Commercial
100% Domestic
72% Commercial, 28%
Domestic
Domestic 27.48%
Commercial 41.49%
Industrial 31.03%
Industrial 100%
Domestic 80%
Commercial 20%
Domestic 78.78%
Commercial 52%
Industrial 16.02%
Tributary Flow.
(GPD)
0
0
0
0
0
0
0
0
0
Non Tributary
Flow (GPD)
0
0
0,
0
25,281-
0
90,755
0
0
11,050
0
Tributary Flow
(GPD)
0
0
25,281, ,.
0
0
0
0
0
0
Non -Tributary
Flow (GPD)
.0
0"
90,755
0
0
11,050
.0
Non -Tributary:
Flow (GPD)
0
0
90,755
0
11,050
Tributary Flow
(GPD)
0
0
0
0
0
0;.,
Tributary Flow
(GPD)
0.
0
0
0
0
0
0
0
11,050
0
0
Non -Tributary
Flow (GPD)
0'
0
0'
0
90,755
0
0
Construction Status
100%
100%
100%
100%
100%
100%
Total
'214,256
0
214,256
112,451
101,805
0
101,805
11,050
90,755
Reported information based on the 2012 NCDENR DWQ Quarterly Reports and 2012, 2013, 2014, & 2015 Certifications

City of Concord Annual Flow Tracking (FSTE 10/07)
2013 Permits
Receiving WWTP:
RockyRiver WWTP
�.
Permit Number
NC0036269 .,
2013
2013
2014
2014
2015
2015
City of Concord Project No. =
City of Concorg,Permit No.
Project Name
Obligated F(ow:(GPD)
Wastewater Type
�'. Commercia1100%u
Tributary Flow
(GPD)
Non -Tributary
Flow(GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Tributary. Flow
(GPD)
Non -Tributary
Flaw (GPD)
Construction Status
2012-070
2013-016
12-1130516
13=0412503
Cabarrus Charter Academy at Poplar Crossing 8-Inch Public Sewer
The°Mills at RockyRiver' Phase'3`- PS &'FM'
Sycamore Rd.Ninetiave,Dr. Sewer Extension
Concord Auto Plaza/HMS Auto Mall (aka Hendrick) Public & Private Water, Public Sewer
CMC-NE Rehabilitation Hospital Putilic Sewer
Carolina International -Charter School'
Wilkinson Crt/Rosehaven Ct 6".Sevier Line Replacement .;
15,627
12,065 •
Commercial 100%
' CommerciaF'100%
Commercial 100%
'Commercial 100%'
CorrinierciaF100% 'r
Domestic'100%
0
0
12,600
15,627
12,065
0
0
0
0
0 ..
15,627
12,065
0
0
0
15,627
12,065
0
100%
100%
2013-024
2013-033
2013-034
2005-038 MOD
2009-064
13-0531507
13-0708508
13-0716509
07 0330510 Mod
05-0928535 Modification 2
13-1105516
08-0404508 Modification 1
Cannon School Performing Arts Center 8-Inch Public Sewer
West Cabarrus Church Site Improvements Public Water & Sewer
Quik Trip #1012•6-Inch Public Sewer at George Liles Blvd.
Christentiury Village C Phase 1'& 3`8-Inch Modification 3 (aka Ph-3B)
Cedarvale Farm SubstationSewer Main and Pump^Station
Concord Business Park Outfail Upsizing Public 12'-Inch. Sewer
Cannon Crossing Subdivision: Modification 2 aka=Southside,at Cannon;Cr ossmg 8:,;Public3ewer,
George W. Liles Phase 2 Sewer Main Relocation (Wolf Meadow Outfall)
Laurel Park Subdivision'Phase.6A MDdification.1
19,375
0
0
0
Commercial 100%
Commercial 100%
Commercial 100%
Commercial-100%•-
.Domestic:78.78%
Corimerciall5.2%
Industrial.16.02%'
Domestic 100%
0
0
0
0
19,375
0
0
0
0
0
0
0
19,375
0
0
0
0
0
0
0
19,375
0
0
0
.100%
100%
100%
100%
Total
90;807;,
15,000
75,807'
28,740
47,067',
_- 47,067
Reported information based on the 2013 NCDENR DWQ Quarterly Reports and 2013, 2014, & 2015 Certifications

City of Concord Annual Flow Tracking (FSTE 10/07)
2014 Permits
Receiving WWTP:
Rocky R-iverVVWTP
.z
Permit Number:
NC0036269
2014
2014
2016
2015
City of Concord Project No.
2013-035
2013-038
City of Concord Permit No:
13-0830511
13-0830512
ProJectNName
The Villages at Skybrook Phase 2 & 3 Public Sewer
Brookvue Subdivision 8-Inch Public Sewer Extension
' Obligated Flow ?GPO)
46,800
123,040
Wastewater Type
Domestic 100%
Domestic 100%
Tributary Flow
,(GPD)
0
39,840
Non -Tributary
Flow (GPD)`a
46,800
83,200
TributaryFtow
(GPD)
27,200
50,080
Non Tributary,
Flow (GPD)
19,600
33,120
Construction Status
50%
70% •
2013-052
2014-004
13-1031515
14-0129502
The Mills at Rocky River Phase 6 Public 8-Inch Sewer
Village Dr: "8-Inch Se',er,Extension
Commerce'Dr-;Sewer;O.utfall Upsizing
Troutman Corners Subdivision 8" Public Sewer
46,800.
8,814
Domestic 100%
Domestic,100%
Domestic .78:78%
Commercial 5.20%
Industrial 16:02"/0-
Commercial 100%
0
0
46,800
8,814
13,320
0
33,480
8,814
40%
95%
2014-005
2014-008 8"
2014-008 18"
2006-023 Mod 2
2014-014
2014-019
14-0207503
14-0303504
14-0303512
07-0126503 Modification 2
14-0730511
14-0716510
07-0630519 , REN EWA L;.2'
Willow Oaks Crossing (Regency Center) Public Sewer
Legacy Concord Apartments Public 8-inch Sewer Trunk
Mountain Laurel Sanitary Sewer Line Replacement (Legacy) 18-inch Sewer Trunk Upsize
Concord AirportBusiness Park Public Sewer ,_
Southbrook=Sewer Outfall Upslzing;:.
Hampden Village Subdivision Modification 2-Amenity Center Addition and Renewal Mod 'e
Emery Ave. 8-Inch Sewer Extension
Cabarrus Co Boys &-Girls Club�8=Inch Public Sewer Replacement
Edison Square Townhomes 8-inch Public Sewer
Fullerton-.Rlace Subdivision.Phase 2>&:3 RENEWAL'2;
22,789
95,525
0
1,250
3;600:
60,180
Commercial 100%
Domestic 100%
Domestic 76%
Commercial 17%
Industrial 7%
,ommerclal_5 20%
Industrial 16 02%.
Domestic 100%
Domestic 100%
Domestic:100%
Domestic 100%
lomestic 100%
0
0
0
0
0
0
22,789
95,525
0
1,250
3,600
60,180
0
0
0
0
3,600
0
22,789
95,525
0
1,250
0
60,180
95%
30%
90%
60%
100%
60%
Total
414,689
41,771
372,918
98,160
274,758
Reported information based on the 2014 NCDENR DWQ Quarterly Reports and 2014 & 2015 Certifications

•
City of Concord Annual Flow Tracking (FSTE 10/07)
2015 Permits
Receiving WWTP:
Rocky River INWTP
PermitNumber:
NC0036269
2016
2015
City of Concord Project No.
City of Concord Permit No:
Project Name .
Obligated Flow (GPD)
Wastewater Type
Tributary Flow
(GPD)
Non Tributary
Flow(GPD)
Construction Status
2014-016
14-0528506
Old Midland Sewer Extension Phase 1
10,800
Domestic 100%
0
10,800
50%
2014-024
14-0820512
RiverOaks Corporate Center 8-Inch Public Sewer
0
Industrial 100%
0
0
30%
2014-044
14-1001514
Roberta Crossing 8" Public Sewer
33,000
Domestic 100%
0
33,000
20%
2014-046
14-1007515
Christenbury Corners SW Quadrant Phase 2 Public 8-Inch Sewer
20,080
Commercial 100%
0
20,080
100%
2014-051
15-0114500
The Mills at Rocky River Phase 5B Public 8-Inch Sewer
24,480
Domestic 100%
0 :
24,480
50%
2014-015
15-0217502
Copperfield Market Phase 1 8-Inch Public Sewer
6,864
Commercial 100%
0
6,864
50%
2015-013
15-0319506
Cedarvale Farm Subdivision Ph. 2 Public 8-Inch Sewer Main
30,960
Domestic 100%
0
30,960
30%
2015-016
15-0407508
Park View Subdivision Ph 1 Public 8-Inch Sewer
34,200
Domestic 100%
0
34,200
55%
2007-009
07-0208504 renewal
The Villas at Winecoff Subdivision
0
Renewal -Domestic
0
0
10%
2014-057
15-0701510
Montford Public 8-Inch Sewer
1,080
Domestic 100%
0
1,080
30%
2014-045
15-0806511
Rubens Rd. Culvert Replacement/8-Inch Public Sewer Realignment/Replacement
0
Domestic 100%
0
0
20%
2015-012
15-0316505
Parkside at Skybrook North Phase 3 Public 8-Inch Sewer
18,000
Domestic 100%
0
18,000
60%
2007-043
07-0607515 Mod 2
The Mills Subdivision Phase 2 Public Sewer Modification 2
0
0% Domestic
Renewal/Reduction
0
0
80%
2015-037 (2008-015)
08-0407511 Modification 3
Concord Regional Airport South Development Terminal Building Modification 3 (South E
0
100% Commercial
0
0
60%
2014-045
15-0806511
Rubens Rd. 8-Inch Sewer Line Replacement
0
Domestic 100%
0
0
10%
2003-051 Mod 1
03-1117506 Mod. 1
Ramsgate Subdivision Public Sewer Extension Ph. 3 Modification 1
0
Domestic 100%
0
0
10%
Total
179,464
0
179,464
Reported information based on the 2015 NCDENR DWQ Quarterly Reports and 2015 Certifications

City of Concord Annual Flow Tracking (FSTE 10/07)
2015 Permits
of Concord P_roject;No
bligated Flow
(GPD)
Tributary Flow
(GPD)
Construction Status
2014-016
14-0528506
Old Midland Sewer Extension Phase 1
10,800
Domestic 100%
0
10,800
50%
2004-043
05-1024538
Tucker Chase Subdivision Modification 3 (Public Sewer Permit Renewal Only)
0
Domestic 100%
0
0
95%
2014-047
14-1020516
Bethel Park Public Sewer
53,640
Domestic 100%
0
53,640
Reported information based on the 2015 NCDENR DWQ Quarterly Reports and 2015 Certifications
10%

NOR..TH CAROLINA
High Performance Living
850 Warren C. Coleman Blvd., P.O. Box 308, Concord, NC 28026 - www.ci.concord.nc.us
RECEIVED/NCDENR/DWR
October 20, 2015
North Carolina Department of Environmental Quality .
NC Division of Water Resources- Water Quality Permitting Section
Wastewater Branch - PERCS Unit
Ms. Deborah Gore, PE, Unit Supervisor I ^
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: July -September, 2015 — Quarterly,Report - -
City of Concord Wastewater Collection System
0.
Cabarrus County, North Carolina
ey
Dear Ms. Gore:
�.L
Enclosed are the quarterly reports listing each Authoriz
City of Concord in compliance with the North Carolina Genera
delegated by North Carolina Department of Environmental Qui w
Water Quality Permitting Section, Wastewater Branch - PERC' •
documents: Quarterly Permit Report Form DQR 01-05, FSTE =.
Form (P4), corresponding Flow Acceptance Letter from WSA(
permits on cd. Should you prefer a paper copy, please advise.
The City of Concord has reviewed and approved the e
service provider for the customer(s) served by the proposed wa;:
Concord will observe the construction of the proposed system
North Carolina General Statutes Title 15A NCAC 2T requireme 3
Wastewater Collection and Water Distribution for Cabarrus Coun
If there are any questions regarding the information presented in 1
Moore, the Engineering Coordinator or me at [phone].
Sincerely, 3
City of Concord 2'
o
•Sc`°
M. Sue Hyde, PECP-
Director of Engineering
Enclosures
L
•
w
ru
rU
Ln
a
0
0
22ZE EL59
Engineering
Phone (704) 920,5425 © Fax [phone]
NOV -22015
MOoRESVILWQROS
LE REGIONAL OFFICE
0 •o ®:
aa' a, 2,
ri
000
a 5 4'
0 70 g
o
0 m
z
0
rrr
A
0
Z.

NORTH CAROI-INA
High Performance Living
850 Warren C. Coleman Blvd., P.O. Box 308, Concord, NC 28026 - tr��tiv.ci.concord.nc.us
October 20, 2015
North Carolina Department of Environmental Quality .
NC Division of Water Resources- Water Quality Permitting Section
Wastewater Branch - PERCS Unit
Ms. Deborah Gore, PE, Unit Supervisor
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: July -September, 2015 — Quarterly Report
City of Concord Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Ms. Gore:
Enclosed are the quarterly reports listing each Authorization to Construct permit issued by the
City of Concord in compliance with the North Carolina General Statutes Title 15A NCAC 2T and as
delegated by North Carolina Department of Environmental Quality, NC Division of Water Resources,
Water Quality Permitting Section, Wastewater Branch - PERCS Unit. Enclosed are the following
documents: Quarterly Permit Report Form DQR 01-05, FSTE — 10/07 Flow Form & NCDEQ Request
Form (P4), corresponding Flow Acceptance Letter from WSACC, and the Authorization to Construct
permits on cd. Should you prefer a paper copy, please advise.
The City of Concord has reviewed and approved the engineering plans and will be the retail
service provider for the customer(s) served by the proposed wastewater collection system. The City of
Concord will observe the construction of the proposed system and will require the project to meet the
North Carolina General Statutes Title 15A NCAC 2T requirements and the Standard Specifications for
Wastewater Collection and Water Distribution for Cabarrus County.
If there are any questions regarding the information presented in this letter, please either contact Sherri
Moore, the Engineering Coordinator or me at [phone].
Sincerely,
City of Concord
M. Sue Hyde, PE
Director of Engineering
Enclosures
Engineering
Phone [phone] o Fax [phone]

IFCc: E-File
North Carolina Department of Environmental Quality
NC Division of Water Resources- Water Quality Permitting Section
Wastewater Branch - PERCS Unit
Mr. Rob Krebs
610 East Center Ave.
Suite 301
Mooresville, NC 28115

illNorth Carolina
Division of Water Quality
Pretreatment, Emergency Response Collection Systems Unit
Quarterly Permit Report
Form DQR 08/06
"JId rSl I 45ii ( y
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15-0114500
7/28/2015
City of Concord for NVR, Inc.
The Mills at Rocky River Ph 5B Public 8-Inch Sewer
24,480
100% Domestic
..,
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15-0316505
8/14/2015
City of Concord for Skybrook, LLC
Parkside at Skybrook North Ph. 3 Public 8-Inch Sewer
18,000
100% Domestic
,
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15-0701510
9/9/2015
City of Concord for Gary W. Laton, LLC
Montford Drive Villas Public 8-Inch Sewer Extension
1,080
100% Domestic
Submit to: DWQ-PERCS Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 Copy your regional office. No copies of permits or plans are necessary.

NORTH CAROLINA
High Performance Living
I!Do MII!■I■u!U!Il11
October 1, 2015
NC Department of Environment and Natural Resources
Division of Water Infrastructure
Mrs. Dee Browder
610 E. Center Ave., Suite 301
Mooresville, NC 28115
Ph: 704-23 5-2203 Fax: [phone]
850 Warren C. Coleman Blvd., P.O. Box 308, Concord, NC 28026-www.concordnc.gov
RECEIVED/NCDENR/DWR
OCT 1 5 2015
WQROS
MOORESVILLE REGIONAL OFFICE
Subject: Public Utility Final Application for Final Certification
Final Wastewater Collection System Extension/Modification Certification
City of Concord Authorization to Construct Permit # 07-0630519 Renewal 2
City of Concord Project Title: Fullerton Place Subdivision Phase 2 & 3 Public Sewer Renewal 2
44 Lots #84-105, 128-144, 154-158 (Ph 3 Map 3)
City of Concord Project # 2007-024
Receipt Date: October 1, 2015 (Revised Drawings)
September 23, 2015 (Engineer's Cert)
July 30, 2015 (Phase 3 Map 3 Plat Bk68 Pg 82)
Record Drawing Seal Date: September 22, 2015
Rocky River WWTP NPDES #NC0036269
City of Concord, Cabarrus County, North Carolina
Dear Mrs. Browder:
We are enclosing for your review and approval the original executed Engineer's final
certification form and one copy of the record drawings; as sealed and certified by Danis E. Simmons,
NCPE, with ESP Associates, PA, for the final certification of the Fullerton Place Subdivision Phase 2
& 3 Public Sewer Renewal 2 wastewater collection system extension.
The Fullerton Place Subdivision Phase 2 & 3 Public Sewer Renewal 2 wastewater collection
system extension consists of 3,095.02 feet of 8-inch gravity sewer with 15 manholes and associated
appurtenances to serve 108 4-bedroom homes and a 201 occupancy amenity center/pool, with an average
domestic wastewater flow of 53,850 gpd, located off of Poplar Tent Rd.
This is final certification for the remaining Fullerton Place Subdivision Phase 2 & 3 Public
Sewer Renewal 2 wastewater collection system extension, consisting of 1,061.92 feet of 8-inch gravity
sewer with 4 manholes and associated appurtenances to serve 44 4-bedroom homes with an average
domestic wastewater flow of 21,120 gpd, located off of Poplar Tent Rd.
This final certificationis in accordance with Title 15A of the North Carolina Administrative
Code, Subchapter 02T.0300; The Division of Water Quality's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996, as applicable; the Water and Sewer Authority of Cabarrus County's standard
technical specifications; the City of Concord's ordinances, policies, and technical specifications; the
approved plans; and other supporting data.
Engineering
Phone [phone] Fax [phone]

If there are any questions concerning this application or plans, please call us at [phone].
Sincerely,
City of Concord
M. Sue Hyde, NC PE
Director of Engineering
Enclosures: Engineer's Certification
CD of Record Drawings
cc: Project #2007-024
Lennar Carolinas, LLC
Mr. Jon Hardy, Division President
11230 Carmel Commons Blvd.
Charlotte, NC 28226
[e-mail]
P) 704-542-8300
ESP Associates, PA
Danis Simmons, NCPE
PO Box 7030
Charlotte, NC 28241
Cabarrus Health Alliance
300 Mooresville Rd.
Kannapolis, NC 28081
E-Copy:
Phillip Kingsland, Construction Administrator
Sean Radford, Construction Supervisor
James Sidden, City of Concord Electric Dept.

Project Title: Fullerton Place Subdivision Phase 2 & 3 Public Sewer Renewal 2
Project # 2007-024 ATC Permit # 07-0630519 Renewal 2 Issuance Date: October 9, 2014
WSACC Rocky River WWTP #NC0036269 Cabarrus County, North Carolina
ENGINEER'S CERTIFICATION
3,095.02
-lXlFirial Cert [Fullerton Place Subdivision Phase 2 & 3 Public Sewer wastewater collection system extension consisting of
approximately for the wastewater collection system extension consisting of approximately-3,838linear feet of 8-inch (1:1 PVC ❑
DI) sanitary sewer with 14 manholes and other appurtenances to serve 108 4-bedroom homes and a 201 occupancy amenity
center/pool with an average domestic wastewater flow of 53,850 gpd] (** Provide the constructed system summary pertaining to
this certification in the table provided on this form. For projects with multiple partial certifications, the summary should only
include the portion of the system that was not previously coveredin prior certifications.)
-❑Partial Cert (** Provide the constructed system summary pertaining to this certification in the table provided on
this form.)
DANIS E. SIMMONS
, as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe or a representative under my supervision having been authorized to observe (
periodically, ❑ weekly, ❑fir!! time) the construction of the project:
Fullerton Place Subdivision Phase 2 & 3 Public Server , off of Poplar Tent Rd, Cabarrus Co.
for the Pernrittee, 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 and intent of this permit, 15A NCAC 02T; The
Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Water and Sewer Authority of Cabarrus County's standard technical specifications; the City of Concord's ordinances, policies, and
technical specification4; the approv plans; and other supporting data materials.
Signature ` "1 `�!/� t ' '"
t .
Comments:
Registration # 25775 Date 09/22/2015
- CERTIFICATION FOR LOTS 84-105, 128-144, & 154-158 ONLY
- THE DIFFERENCE IN LENGTH: MAY BE DUE TO AN.
ERROR IN LENGTH IN PHASE 2 & 3 RENEWED PERMIT
MANHOLE 1F APPEARS TO BE CERTIFIED IN
PHASE 1 AND PHASE 3, DUPLICATE REMOVED
FROM THIS CERTIFICATION.
.0%((1 CAR ''*.•
••
LICENSE NO.
•
•
•
•;:•
•
C-0587•
N
,p .. • QQ-
SSOCIAI
q
(Complete the Certification Summary Table on p
Engineer's Certification Form Page 1 of 2
(seal)
✓ •
025775
CITY Or CONCORD ENGINEERING
ige 2
of 2)
SEP 2 3 2015
850 WARREN C. COLEMAN BLVD. PO BOX 308
CONCORD. NC 26028 : 704-920-5425
FAX [phone]•4521

Project Title:
Project #
Engineer's Certification Form
N System Summary Table N
Fullerton Place Subdivision Phase 2 & 3 Public Sewer Renewal 2
2007-024 ATC Permit # 07-0630519 Renewal 2 Issuance Date: October 9, 2014
WSACC Rocky River WWTP #NC0036269
Cabarrus County, North Carolina
Public Wastewater Collection System Summary:.
{Description of infi astructure covered in this certification}
Total Lots
44
Total Manholes
4
Total GPD
21,120
GPD Calculations:
44 LOTS @ 480 GPD = 21,120 GPD
The Specific Lot Numbers Covered in this Certification:
84=105; 128-144, &154-158 ONLY
Pipe Summary
Footage
Pipe Size
Footage
Pipe Size
Footage
Pipe Size
1,061.92
8"
Required Enclosures FOR PARTIAL & FINAL Approvals:
❑
1 copy of AS -BUILT Drawings sealed by
Engineer
r 1
1 CD IN PDF & ACAD FORMAT of RECORD
DRAWINGS
KI
3 copies of the SEALED RECORD
DRAWINGS: (24" X 36" sheets)
(Sealed "ASBUILTS" by Engineer &
"RECORD DRAWINGS" by Surveyor)
RECORDED PLATS/ EASEMENTS
EXECUTED & FILED (As Applicable):
❑
Rights -of -Way
❑
Encroachments
❑
Sealed Pump Station As -built Calculations
❑
Design Variances Request Letter & Sealed
Calculations
RECEIVED
CITY OF CONCORD ENGINEERING
SEP 2 3 2015
850 WARREN C. COLEM N BLVD. PO BOX 308
CONCORD, NC 28028 : 704.920.5425
FAX: 7 0,1.78G-4521
(Engineer's Certification, Form Page 2 of 2)

NORTH CARO LINA
High Performance Living
EDEME1iiu111111 I 1111111
850 Warren C. Coleman Blvd., P.O. Box 308, Concord, NC 28026-www.concordnc.gov
August 14, 2015
NC Department of Environment and Natural Resources
Division of Water Infrastructure
Mrs. Dee Browder
610 E. Center Ave., Suite 301
Mooresville, NC 28115
Ph: 704-23 5-2203 Fax: [phone]
Subject: Partial Certification
1�r°:t ailnrx�ti' e: Collection System Extension/Modification Certification
City of Concord Authorization to Construct Permit # 07-0630519 Renewal 2
City of Concord Project Title: Fullerton Place Subdivision Phase 2 & 3 Public Sewer Renewal 2
Lot # 75-83 and 159-170
City of Concord Project # 2007-024
Receipt Date July 27, 2015 (Revised Certification)
July 27, 2015 ( Record Drawings Phase 3 Map 2)
April 27, 2015 (Lot Recordation: March 2, 2015 Bk 68 Pg 13)
Record Drawing Seal Date: July 24, 2015
Rocky River WWTP NPDES #NC0036269
City of Concord, Cabarrus County, North Carolina
aste
Dear Mrs. Browder:
We are enclosing for your review and approval the original executed Engineer's partial
certification form and one digital copy of the record drawings; as sealed and certified by Danis E.
Simmons, NCPE with ESP Associates, PA, for the partial certification of the Fullerton Place
Subdivision Phase 2 & 3 Public Sewer Renewal 2 wastewater collection system extension.
The Fullerton Place Subdivision Phase 2 & 3 Public Sewer Renewal 2 wastewater collection
system extension consists of 620.30 feet of 8-inch gravity sewer with 2 manholes and associated
appurtenances to serve 21 4-bedroom homes with an average domestic wastewater flow of 10,080 gpd,
located off of Rutledge Ridge Dr. and Maiden Street NW.
This partial certification is in accordance with Title 15A of the North Carolina Administrative
Code, Subchapter 02T.0300; The Division of Water Quality's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996, as applicable; the Water and Sewer Authority of Cabarrus County's standard
technical specifications; the City of Concord's ordinances, policies, and technical specifications; the
approved plans; and other supporting data.
Engineering
Phone [phone] e Fax [phone]

If there are any questions concerning this application or plans, please call us at [phone].
Sincerely,
City of Concord
iv\ 1 1 4I(
M. Sue Hyde, NC PE
Director of Engineering
Enclosure: Engineer's Certification
CD of Record Drawings
cc: Project #2007-024
Lennar
Mr. Jon Hardy, Division President
11230 Carmel Commons Blvd.
Charlotte, NC 28226
[e-mail]
P) 704-542-8300
ESP Associates, PA
Danis E. Simmons, NCPE
PO Box 7030
Charlotte, NC 28241
P) 704-583-4949
Cabarrus Health Alliance
300 Mooresville Rd.
Kannapolis, NC 28081
E-Copy:
Phillip Kingsland, Construction Administrator
Sean Radford, Construction Inspector
James Sidden, City of Concord Electric Dept.

i
Project Title: Fullerton Place Subdivision Phase 2 & 3 Public Sewer Renewal 2
Project # 2007-024 ATC Permit # 07-0630519 Renewal 2 Issuance Date: October 9, 2014
WSACC Rocky River WWTP #NC0036269 Cabarrus County, North Carolina
ENGINEER'S CERTIFICATION
-nFinal Cert [Fullerton Place Subdivision Phase 2 & 3 Public Sewer wastewater collection system extension consisting of
approximately for the wastewater collection system extension consisting of approximately 3,838 linear feet of 8-inch ([1 PVC II
DI) sanitary sewer with 14 manholes and other appurtenances to serve 108 4-bedroom homes and a 201 occupancy amenity
center/pool with an average domestic wastewater flow of 53,850 gpd] (** Provide the constructed system summary pertaining to
this certification in the table provided on this form. For projects with multiple partial certifications, the summary should only
include the portion of the system that was not previously covered in prior certifications.)
tX I
Partial Cert (** Provide the constructed system summary pertaining to this certification in the table provided on
this form.)
I, DAN I S E. SIMMONS , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe or a representative under my supervision having been authorized to observe (
periodically, ❑ weekly, FIN! time) the construction of the project:
Fullerton Place Subdivision Phase 2 & 3 Public Sewer , off of Poplar Tent Rd., Cabarrus Co.
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 and intent of this permit, 15A NCAC 02T; The
Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted Februrny 12, 1996, as applicable; the
Water and Sewer Authority of Cabarrus County's standard technical specifications; the City of Concord's ordinances, policies, and
technical specifications; tie approved plans; and other supporting data materials.
Signature
Comments:
Registration # 25775 Date 07/24/2015
CERTIFICATION FOR LOTS 75-83 & 159-170 ONLY
CAROL
O
•
ab • • ••
LICENSE NO'
• 1,,ri
587
•
•
�SSOCIOVv��•••
4'7? e
(seal)
(Complete the Certification Summary Table on page 2 of 2)
Engineer's Certification Form Page 1 of 2
L
i 850
CONCOF.U. r:C.
" 71
20X 3C3
. , i 1-92 0.5425

Engineer's Certification Form
System Summary Table N
Project Title: Fullerton Place Subdivision Phase 2 & 3 Public Sewer Renewal 2
Project # 2007-024 ATC Permit # 07-0630519 Renewal 2 Issuance Date: October 9, 2014
WSACC Rocky River WWTP #NC0036269
Cabarrus County, North Carolina
is Wastewater CollectionS stem Summary�..
..{Description of nfi astructure covei eil in this cei tification}
Total Lots
21
Total Manholes
2
Total GPD
10, 080
GPD Calculations:
21 LOTS @ 480 GPD = 10,080 GPD
The Specific Lot Numbers Covered in this Certification: 75-83; 159-170 ONLY
Pipe Summary
Footage
Pipe Size
Footage
Pipe Size
Footage
Pipe Size
620.30
8"
Required Enclosures FOR PARTIAL & FINAL Approvals:
❑
1 copy of AS -BUILT Drawings sealed by
Engineer
m
1 CD IN PDF & ACAD FORMAT of RECORD
DRAWINGS
F�
3 copies of the SEALED RECORD
DRAWINGS: (24" X 36" sheets)
(Sealed "ASBUILTS" by Engineer &
"RECORD DRAWINGS" by Surveyor)
►IA
RECORDED PLATS/ EASEMENTS
EXECUTED & FILED (As Applicable):
❑
Rights -of -Way
❑
Encroachments
❑
Sealed Pump Station As -built Calculations
Design Variances Request Letter & Sealed
Calculations
(Engineer's Certification Form Page 2 of 2)

NORTH CAROLINA
High Performance Living
D1®0G®■iii■i■■®iIii
850 Warren C. Coleman Blvd., P.O. Box 308, Concord, NC 28026 - www.ci.concord.nc.us
March 16, 2012
NC Department of Environment and Natural Resources
Division of Water Quality - Surface Water Protection
Mooresville Regional Office
Ms. Dee Browder
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Subject: Partial Certification
Partial Wastewater Collection System Extension/Modification Certification
City of Concord Authorization to Construct Permit # 07-0630519
City of Concord Project Title: Fullerton Place Subdivision Ph. 2 & 3
Lots # 72-74,171
City of Concord Project # 2007-024,
Receipt Date: March 14, 2012 (Sealed Record/Asbuilt Drawings)
January 17, 2012 (Engineer's Certification)
Record Drawing Seal Date: March 13, 2012
Rocky River WWTP NPDES #NC0036269 City of Concord, Cabarrus County, North Carolina
Dear Mrs. Browder:
We are enclosing for your review and approval the original executed Engineer's partial
certification form and one digital copy of the record drawings; as sealed and certified by Bryan C.
Metzler, NCPE, with Meade Gunnell Engineering & Survey, for the partial certification of the Fullerton
Place Subdivision Ph. 2 & 3 wastewater collection system extension.
The Fullerton Place Subdivision Ph. 2 & 3 wastewater collection system extension consists of
220.57 feet of 8-inch gravity sewer with 3 manholes and other appurtenances to serve 4.4-bedroom
homes, located off Poplar Tent Rd., with a average domestic wastewater flow of 1,920 gpd.
This partial certification is in accordance with Title 15A of the North Carolina Administrative
Code, Subchapter 02T.0300; The Division of Water Quality's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996, as applicable; the Water and Sewer Authority of Cabarrus County's standard
technical specifications; the City of Concord's ordinances, policies, and technical specifications; the
approved plans; and other supporting data.
Engineering
Phone [phone] • Fax [phone]

If there are any questions concerning this application or plans, please call us at [phone].
Sincerely,
City of Concord
M. Sue Hyde, NC PE
Director of Engineering
Enclosure: Engineer's Certification
CD of Record Drawings
cc: Project #2007-024
Lennar Carolinas, LLC
Mr. Kevin Granelli
14120 Ballantyne Corporate Place, Suite 475
Charlotte, NC 28277
P) 704-542-8300
F) 704-759-8712
kevin.granellina.lennar.com
Merrick & Company
Bryan C. Metzler
1001 Morehead Square Dr.
Suite 530
Charlotte, NC 28203
P) 704-529-6500
F) 704-522-0882
[e-mail]
merrick.com
Cabarrus Health Alliance
1307 South Cannon Blvd.
Kannapolis, NC 28083
-5 )21,
E-Copy: Phillip Kingsland, Construction Administrator

-
Project Title: Fullerton Place Subdivision Phase 2 & 3
Project # 2007-024 ATC Permit # 07-0630519 Issuance Date: January 3, 2012
WSACC Rocky River WWTP #NC0036269 Cabarrus County, North Carolina
ENGINEER'S CERTIFICATION
- ❑Final Cert [Wastewater collection system extension consisting of approximately 3,838 linear
feet of 8-inch (❑PVC ❑DI)sanitary sewer with 14 manholes and other appurtenances to serve
108 4-bedroom homes and a 201 occupancy amenity center/pool with a average domestic
wastewater flow of 53,850 gpd that was previously allocated in the original Authorization to
Construct issued August 8, 2007 Fullerton Place Subdivision Phase 2 & 3, permit #07-0630519.
(Provide the constructed system summary pertaining to this certification in the table provided on this form.
For projects with multiple partial certifications, the summary should only include the portion of the system
that was not previously covered in prior certifications.)
- 1 Partial Cert (** Provide the constructed system summary pertaining to this certification in the table
provided on this form.)
1, C. Al rTZLere_ , as a duly registered Professional
Engineer in the State of North Carolina, having been authorized to observe or a representative under my
supervision having been authorized to observe periodically, n ►veekly, n fidl time) the construction of the
project:
Fullerton Place Subdivision Phase 2 & 3, off Poplar Tent Rd., Cabarrus Co.
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 and intent of this
permit, 15A NCAC 02T,• The Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996, as applicable; the Water and Sewer Authority of Cabarrus County's standard technical
specifications; the City of Concord's ordinances, policies, and technical specifications; the approved plans; and
other supporting data materials.
Signature
Comments:
Registration # O Zd 3 / Y Date 11? i Z
Partial Wastewater Collection System Description & Lots Served:
Total Lots
ii
Total Manholes 3
GPD II 20 670
GPD Calculations: t j Hrnmgs 14 118E6 Howe ''. 120 9w1 /y.( r i 12 D C74°0
Lot Numbers: 7c)...173, 71, ) 71
Footage
Pipe Size
Footage
Pipe Size
Footage
Pipe Size
2.00.6 7 .
g'• Pu c._
2c
(C'' tr-P
Required Enclosures for PARTIAL & FINAL CERTIFICATIONS:
❑
1 copy of AS -BUILT Drawings
sealed by Engineer
❑
1 CD IN ACAD & PDF FORMAT of
RECORD DRAWINGS
❑
3 copies of the SEALED RECORD
DRAWINGS: (24" X 36" sheets)
(Sealed "ASBUILTS" by Engineer &
RECORD DRAWINGS by
Surveyor)
❑
RECORDED PLATS/ EASEMENTS
❑
EXECUTED & FILED (As Applicable):
Rights -of -Way
Encroachments
Pump Station Design
❑
❑
❑
Hydraulic Design Calculations (for
partial only)
❑
City of Concord — Design Variances
(seal)
�ep.A®#LSoe9Psrnoe
.ccrecssAIJS:.
i
e ;,.%;I.
SEAL �'028314.::: —.7.
':: :
. o®�l— �.' I NEL¢° � Q`
,0:rr C. ME-\ Vayeao
d�oUYYI%1S1*
A41-13 If, 2 i. 3F
JAN 17 2012

r
NORTH C A R O L I N A
High Performance Living
L:Go®•i1111•i■■iiiiiIli
850 Warren C. Coleman Blvd., P.O. Box 308, Concord, NC 28026 - www.ci.concord.nc.us
May 5, 2008
N.C. Department of Environment and Natural Resources
Division of Water Quality - Surface Water Protection
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Attn: Dee Browder
Subject: Partial Certification
Partial Wastewater Collection System Extension/Modification Certification
City of Concord Project Title: Fullerton Place Subdivision Ph. 2 & 3
Lot Numbers: 6-44, Cabana & Pool
City of Concord Permit Number: 07-0630519
City of Concord Project No. 2007-024
Receipt Date: March 3, 2008
Record Drawing Seal Date: February 29, 2008
City of Concord Cabarrus County
Rocky River WWTP NPDES No.: NC0036269
Dear Mrs. Browder:
We are enclosing for your review and approval the original executed Engineer's partial
certification form and one copy of the record drawings; as sealed and certified by James M. Carpenter,
NCPE, with Meade Gunnell Engineering & Surveying, PC, for the partial certification of the Fullerton
Place Subdivision Ph. 2 & 3 wastewater collection system extension.
The Fullerton Place Subdivision Ph. 2 & 3 wastewater collection system extension consists of
approximately 1,192.23 linear feet of 8-inch gravity sewer and 6 manholes and other appurtenances to
serve 39 single family 4-bedroom domestic lots, cabana and pool, located off Poplar Tent Road, with a
wastewater discharge of 20,730 GPD.
This partial certification is in accordance with Title 15A of the North Carolina Administrative
Code, Subchapter 02T.0300; The Division of Water Quality's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996, as applicable; the Water and Sewer Authority of Cabarrus County's standard
technical specifications; the City of Concord's ordinances, policies, and technical specifications; the
approved plans; and other supporting data.
Engineering
Phone [phone] • Fax [phone]

If there are any questions concerning this application or plans, please call us at [phone].
Sincerely,
City of Concord
IAA (-7\,,J, 4-1 0'9
M. Sue Hyde, P.E.
Director of Engineering
Enclosures
cc: Project No. 2007-024
Meade Gunnell Engineering & Surveying, Inc., Attn: Mr. James M. Carpenter, NCPE, 19810-A West Catawba Ave.,
Cornelius, NC, 28031
Cabarrus Health Alliance, 1307 South Cannon Blvd., Kannapolis, NC 28083
Lennar Carolinas, LLC, 14120 Ballantyne Corporation, Suite 475, Charlotte, NC 28277
Attn: Mr. Michael Colangelo
Elec. Copy: Phillip Kingsland — Construction Administrator

•
Project Name: Fullerton Place Subdivision Phase 2 & 3
Project No: 2007-024 Permit No: 07-0630519 Issuance Date: August 8, 2007
WSACC Rocky River WWTP — NC0036269 City of Concord, Cabarrus County
ENGINEER'S CERTIFICATION
- n Final Cert [Wastewater collection system extension consisting of approximately 3,838 linear
feet of 8-inch (❑ PVC ❑ DI)sanitary sewer with 14 manholes and other appurtenances to
serve 108 single family 4-bedroom domestic lots and an amenity center, located off Poplar Tent
Road, with a wastewater discharge of 53,850 GPD. (** Provide the constructed system
summary pertaining to this certification in the table provided on this form. For projects
with multiple partial certifications, the summary should only include the portion of the
system that was not previously covered in prior certifications.)
- [r Partial Cert (** Provide the constructed system summary pertaining to this
certification in the table provided on this form.)
1, 7p,r'i$ , CAp-pg-",1 .-- , as a duly registered Professional
Engineer in the State of North Carolina, havin been authorized to observe or a representative under my
supervision having been authorized to observe (Q periodically, ❑ weekly, ❑full time) the construction of the
project:
Fullerton Place Subdivision Phase 2 & 3, off Poplar Tent Road, Cabarrus Co.
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 and intent of this
permit, 15A NCAC 02T.300; The Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996, as applicable; the Water and Sewer Authority of Cabarrus County's standard technical
specifications; the City of Concord's ordinances, policies, and technical specifications; the approved plans; and
other supporting data materials.
Signature (// Registration No. (b 7'11 Date 121 lq 1 v007
Comments:
Partial Wastewater Collection System Description &Lots Served• PHA -
Total Lots 13 q I Total Manholes I b I GPD 12- 0, '7 3 0
GPD Calculations: 17 Loy s x 4 s,� A (ZO 6PR/RA- + Zol P‘oPu )( 10 6foiptR40„!
Lot Numbers: 6 - L — AJ ' CA d A,,A /po04--
Partial Certification Details
Footage
Pipe Size
Footage
Pipe Size
Footage
Pipe Size
Footage
Pipe Size
1192,2;
gig
egtireo t nclosures:
RI'
1 copy of AS -BUILT Drawings
EXECUTED AND FILED (As Applicable):
Q'
4 copies of the SEALED RECORD
DRAWINGS:
(Sealed "ASBUILTS" by Engineer &
RECORD DRAWINGS by Surveyor)
(24" X 36" sheets)
1 o o
RIGHTS -OF -WAYS
PUMP STATION DESIGN
Er
/
1 DIGITAL of RECORD DRAWINGS
•
EASEMENTS
RECORDED PLATS
ENCROACHMENTS
■
•
El
Hydraulic Design Calculations
[
City of Concord — Design Variances
(seal)

• NORTH CAROLINA
High Performance Living
II
JAN.1.4 2015
850 Warren C. Coleman Blvd., P.O. Box 308, Concord, NC ranklvsly.ci.concord.nc.us
DiV151ON OF WATER QUALITY
January 8, 2015
NC Department of Environment and Natural Resources
Division of Water Resources — Water Quality Permitting Section
Pretreatment, Emergency Response, and Collection Systems Unit
Mr. Michael Parker
610 East Center Avenue, Suite 301
Mooresville, NC 28115
• SwpL' ;ilON
";MOORESVILLE TTEGIONAL OFFICE
Subject: NCDENR DWQ - Delegated Program Flow Tracking FSTE 10/07
City of Concord Delegated Local Permitting Program
Public Wastewater Collection Systems
Cabarrus County, North Carolina
Dear Mr. Parker:
Please find attached a flow tracking report entitled "City of Concord Annual Flow
Tracking (FSTE 10/07)". This flow tracking report provides a list of each public wastewater
collection system "Authorization to Construct" permit that was issued during the past nine years
and indicates the project permit number, project name, the obligated wastewater flow that was
allocated with each permit, the wastewater flow that has been made tributary to the WWTP and
the estimated wastewater discharge that is not tributary to the WWTP.
In 2014, the City of Concord has issued a wastewater discharge obligation of 354,509 GPD and
has a tributary wastewater discharge of 41,771 GPD that will be treated and processed by the
Water and Sewer Authority of Cabarrus County (WSACC) Wastewater Treatment Plants. The
non -tributary wastewater discharge, obligated but not released, is 312,738 GPD.
From 2006 through 2014, the City of Concord has a total obligated wastewater discharge of
2,739,847 GPD, a tributary wastewater discharge of 1,750,560 GPD that will be treated and
processed by the Water and Sewer Authority of Cabarrus County (WSACC) Wastewater
Treatment Plants and a non -tributary wastewater discharge of obligated but not released flow of
989,287 GPD.
Please note that the City of Concord was approved on October 8, 2003 to issue permits for the
construction and operation of new public gravity sewers, pump stations and force mains and
modifications to proposed or existing public gravity sewer lines, pump stations and force mains
located within the corporate limits and areas of extraterritorial jurisdiction that the City will own,
maintain, and/or operate. The multi jurisdictional interceptors and the wastewater treatment
Engineering
Phone [phone] • Fax [phone]

plants that transports and processes the City of Concord's wastewater is maintained and operated
by the Water and Sewer Authority of Cabarrus County (WSACC) by contractual agreement.
If there are any questions regarding the information presented in this report, please contact me at
[phone].
Sincerely,
City of Concord
5 \-4-,0L°
M. Sue Hyde, P.E.
Director of Engineering
Enclosures: City of Concord Annual Flow Tracking (FSTE 10/07)
cc: Files - Delegated Application Package Booklet.
NC Department of Environment and Natural Resources
Division of Water Resources
Mr. Matt Matthews, Section Chef — Surface Water Protection
1611 Mail Service Center
Raleigh, NC 27699-1611
NC Department of Environment and Natural Resources
Division of Water Resources — Water Quality Permitting Section
Pretreatment, Emergency Response, and Collection Systems Unit (PERCS)
Deborah Gore, PE, Environmental Supervisor
1617 Mail Service Center
Raleigh, NC 27699-1617
E-Copy: M. Sue Hyde
Engineering
Phone [phone] • Fax [phone]

City of Concord Annual Flow Tracking (FSTE 10/07)
WSACC WWTP:
2007-2014 Summa
Rocky` River WWTP
ry
WWTP Permit -Number:
NC0036269
Obligated Flow (GPD)
„
` '
- 2007-2013 Tributary Flow
(GPD)'
Non -Tributary Flow (GPD)
2006
564,168
559,524
4,644
2007
841,557
472,921
368,636
2008'
383,063
310,503
72,560
2009
163,270
107,470
55,800
2010
59,630
47,915
11,715
2011
5,817
5,175
642
2012
214,256
112,451
101,805
2013, ,
90,807
43,740
47,067
2014
354,509
41,771
312,738
Total
a 2,677,077
1,701,470
975,607
Reported information based on the 2006. 2007. 2008.
2009. 2010. 2011.
2012. 2013 & 2014 NCDENR DWQ Quarterly Reoorts and 2007. 2008.
2009.
2010, 2011, 2012 2013 & 2014 Certifications
City of Concord Annual Flow Tracking (FSTE 10/07)
2007-2014 Summa
ry
WSACC WWTP:
Muddy Creek,WWTP
WWTPPermit Number:
NC0081621
Obligated Flow (GPD)
2007-2013 Tributary Flow -
(GPD)
Non -Tributary Flow (GPD)
2006
0
0
0
2007
0
0
0
2008
62,770
49,090
13,680
2009
0
0
0
2010
0
0
0
2011
0
0
0
2012 .
0
0
0
2013
0
0
0
2014 ° -
0
0
0
Total 'e
. 62,770
49,090
13,680
Reported information basedon the 2006, 2007, 2008, 2009, 2010, 2011, 2012, 2013 & 2014 NCDENR DWQ Quarterly Reports and 2007, 2008, 2009,
2010, 2011, 2012, 2013 & 2014 Certifications
Rocky River & Muddy Creek WWTP Totals
tr
Obligated
2,739,847 GPD
Obligated
2.739847 MGD
Tributary
1,750,560 GPD
Tributary
1.750560 MGD
Non -Tributary
989,287 GPD
Non -Tributary
0.989287 MGD

City of Concord Annual Flow Tracking (FSTE 10/07)
2014 Permits
Receiving WWTP:
Rocky River WWTP
Permit Number:
NC0036269
21114
2014
City of Concord Project No.
City of Concord PermftNo.
Project Name
Obligated Flow (GPD)
Wastewater Type
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
ConstructiodStatus
2013-035
13-0830511
The Villages at Skybrook Phase 2 & 3 Public Sewer
46,800
Domestic 100%
0
46,800
20%
2013-038
13-0830512
Brookvue Subdivision 8-Inch Public Sewer Extension
123,040
Domestic 100%
39,840
83,200
60%
2013-052
13-1031515
The Mills at Rocky River Phase 6 Public 8-Inch Sewer
46,800
Domestic 100%
0
46,800
20%
2013-056
13-1231517
Village Dr. 8-Inch Sewer Extension
3,960
Domestic 100%
0
3,960
100%
2013-051
14-0113501
Commerce Dr. Sewer Outfall Upsizing
0
Domestic 78.78%
Commercial 5.20%
Industrial 16.02%
0
0
70%
2014-004
14-0129502
Troutman Corners Subdivision 8" Public Sewer
8,814
Commercial 100%
0
8,814
95%
2014-005
14-0207503
Willow Oaks Crossing (Regency Center) Public Sewer
22,789
Commercial 100%
0
22,789
20%
2014-008 8"
14-0303504
Legacy Concord Apartments Public 8-inch Sewer Trunk
95,525
Domestic 100%
0
95,525
10%
2014-008 18"
14-0303512
Mountain Laurel Sanitary Sewer Line Replacement (Legacy) 18-inch Sewer Trunk Upsize
0
Domestic 86.48%
Industrial 13.52%
0
0
10%
2014-010
14-0331505
Concord Airport Business Park Public Sewer
1,931
Commercial 5.20%
Industrial 16.02%
1,931
0
100%
2011-065
14-0629509
Southbrook Sewer Outfall Upsizing
0
Domestic 100%
0
0
100%
2006-023 Mod 2
07-0126503 Modification 2
Hampden Village Subdivision Modification 2-Amenity Center Addition and Renewal Mod 2
1,250
Domestic 100%
0
1,250
60%
2014-014
14-0730511
Emery Ave. 8-Inch Sewer Extension
3,600
Domestic 100%
0
3,600
30%
2011-063
14-0903513
Cabarrus Co. Boys & Girls Club 8-Inch Public Sewer Replacement
0
Domestic 100%
0
0
20%
2007-024
07-0630519 RENEWAL 2
Fullerton Place Subdivision Phase 2 & 3 RENEWAL 2
0
Domestic 100%
0
0
50%
Total
354,509
41,771
312,738
Reported information based on the 2014 NCDENR DWQ Quarterly Reports and 2014 Certifications

City of Concord ProjectNo.
City of Concord Annual Flow Tracking (FSTE 10/07)
2013 Permits
Receiving WWTP:
Permit Number:
Rocky River WWTP
City of Concord Permit No.
Protect Name
Obligated Flow (GPD) Wastewater Type..
2013
Tributary Flow
(GPD)
2013
Non -Tributary,
Flow (GPI))
2014
Tributary Flow
(GPD)
2014
Non -Tributary
Flow (GPD)
Construction Status
2010-026
12-1003511
0
Commercial 100%
0
0
0
0
100%
2012-070
2007=069,
2013-016
12-1130516
1:3-0117501
13-0412503
Cabarrus Charter Academy at Poplar Crossing 8-Inch Public Sewer
The Mills' at Rocky River Phase 3 =:PS & FM
Sycamore Rd.IVinehave, Dr: Sewer Extension
Concord Auto Plaza/HMS Auto Mall (aka Hendrick) Public & Private Water, Public Sewer
15,627
720
12,065
Commercial 100%
Domestic 100%,
Commercial 100%
• Commercial 100%
0
720
1,680
0
15,627
0
12,065
0
0
0
0
15,627
0
0
12,065
100%
100%
100%
100%
2011-078
2013-023
2011-079 .
CMC NE Rehabilitation :Hospital Public Sewer
Carolina International Charter School
Wilkinson CrtlRosehaven Ct 6" Sewer Line Replacement
12,600
14,700 -'
0
Commercial 100%
Commercial 100%
Domestic 100%
12,600
0
0
0
14,700
0
0
1'4,700.
0
0
0
0
100%
1o0%
100%
2013-024
13-0531507
Cannon School Performing Arts Center 8-Inch Public Sewer
19,375
Commercial 100%
0
19,375
0
19,375
100%
2013-033
13-0708508
West Cabarrus Church Site Improvements Public Water & Sewer
0
Commercial 100%
0
0
0
0
80%
2013-034
13-0716509
Quik Trip #1012 6-Inch Public Sewer at George Liles Blvd.
0
Commercial 100%
0
0
0
0
100%
2005-038 MOD;3
2006-017
2012-057
2004-053
2009-064
2008-008
07-0330510 Mod 1
13-0918513
05-0928535 Modification 2
13-1105516
08-0404508 Modification 1
Christenbury Village C Phase 1,& 3 8-Inch Modification'3 (aka Ph 3B)
Cedarvale Farm Substation Sewer Main and Pump Station
Concord Business Park Outfail Upsizing'Public 12-Inch Sewer
Cannon Crossing Subdivision Modification 2 aka Southside at Cannon: Crossing8" Public Sewer
George W. Liles Phase 2 Sewer Main Relocation (Wolf Meadow Outfall)
Laurel Park Subdivision Phase 6A Modification 1
14;040
0
Commercial 100%
Domestic 100%. -;
Domestic 78.78%
Commercial 5.2%
Industrial 16.02%
. Domestic 100%
Domestic 100%
Domestic 100%
0
0
0,
0
0
14;040
0
0
14,040
0
•100%
50%
80%
0%
Total
90,807
15,000
75,807
28,740
47,067
Reported information based on the 2013 NCDENR DWQ Quarterly Reports and 2013 & 2014 Certifications

City of Concord Project No.
2010-008
City of Concord Annual Flow Tracking (FSTE 10/07)
2012 Permits
Receiving WWTP:
Rocky River WWTP
Permit Number:
NC0036269 ,
City of Concord Permit No.
11-0726505
Bell '& Corban:12-Inch Sanitary SewerReplacement
NCDOT I-3803B 1-85 Design Build Project— Public 8-inch Sewer Realignment (Poplar
Point Commercial & Poplar Point at Odell School Rd) Phase 2
Obligated Flow (GPD)'
0
Wastewater Type
:Commercial i100%
Commercial 100%
2012,
Tributary Flow
(GPD)
0
2012
Non -Tributary
Flow (GPD)
0
2013
Tributary Flow
(GPD)
0
2013
Non -Tributary
Flow (GPD)
0
2014
Tributary Flow
(GPD)
0
2014`
Non -Tributary
Flow(GPD)
0
Construction Status
100%
2010-008
2010-008
11-0726506.
11-072'6506
NCDOT I-3803B 1-85 Design Build Project — Public 8-inch Sewer Realignment Poplar.
Tent Intersection with Goodman Rd. and Ivey Cline Phase 2.
NCDOT I-3803B 1-85 Design Build Project — Public 8-inch Sewer Extension (Davidson
Hwy. at International Drive)
0
0
Commercial 100%
Commercial 70%
Industrial 30%
0
0
0
0
0
0
0
0
0
0
0.
0
100%
100%
Bexley Village at Concord Mills, Phase 2
Georgia %St. .to Young Ave.. Sanitary'• Sewer Replacement
Concord"100."@ Chris'tenbury,Corners' SE
`Palaside Dr NE1Sewer-Replacement
100 % Commercial '-`
90%Domestic, 10%
Commercial ->
2012-019
12-0711.507
Waterstone at Waddington Public & Private Water & Public Sewer
90,755
100% Domestic
0
90,755
0
90;755
0
90,755
- 100%
2009-050
12-1005512
Odell,Drive:Sewer ;;Outfall Replacement
Cabarrus Ave. Railroad. Bridge #266
0
-72% Commercial, 28%
Domestic
Domestic 27.48%
Commercial 41.49%
Industrial 31.03%
0
0
0
0
0
0
100%
2012-044
12-0727509
Oiles America Plant Expansion Public & Private Water and Public Sewer
11,050
Industrial 100%
0
11,050
0
11,050
0
11,050
100%
Franklin Ave:NE Sewer;Main Relocation,
Southern Chase Outfall Sewer Upsiing
Total
214,256
Domestic 80%
Commercia120%
Domestic 78.78%
Commercial 52%
Industrial 16.02%
214,256
112,451 •
101,805
101,805
Reported information based on the 2012 NCDENR DWQ Quarterly Reports and 2012, 2013 & 2014 Certifications

City of Concord Annual Flow Tracking (FSTE 10/07)
2011 Permits
Receiving WWTP:
Rocky River WWTP ,
Permit Number:
NC0036269
2011
2011
2012
2012
2013°,
2013
2014
2014
City of Concord Project No.
2010-056
City of Concord Permit No. .:
10-0608505'MOD'
10-0720507
Project Name'
Larkhaven'0utfall'8" Sewer,Repiacement_
Larkhaven.Outfall'8" Sewer Outfall.Phase'1 &'2 Replacement::
Concord Shops 8". Wastewater Extension (Weddington Rd & Pitts School Intersection).
Obligated. Flow (GPD)
642
Wastewater Type
Domestic/Commercial
Domestic/Commercial
Commercial
Tributary Flow
(GPD)
0
0
Non -Tributary
Flow (GPD)
642
Tributary Flow.
(GPD)
0
Non -Tributary
Flow (GPD)
642
Tributary Flow.
(GPD)
0
0
Non -Tributary
Flow (GPD)
:642
Tributary Flow,
(GPD)
0
0
Non -Tributary
Flow (GPD)
0
642
Construction Status
100%
100%
100%
05-121.4544 '.
Short Street Sewer Replacement
GIen.Laurel to Zion.Church Rd Sewer Upsizing
Cascade Sewer Aerial Elimination
Christenbury Village (Meadow Wood)
Domestic/Commercial .:
Domestic/Commercial
1800
2011-051
11-0817507
City Place (CVAN) & Sewer Line. Relocation at Spring St SW
Poplar Tent NE ;(off George W. Liies)Pub"Water.& Sewer (Solace Spa)
0
Domestic/Commercial
0
0
3,;375
0
0
.0
0
0
0
100%
Total
5,817
1,800
4,017
3.375
642
0'.
642
642
Reported information based on the 2011 NCDENR DWQ Quarterly Reports and 2011, 2012, 2013 8 2014 Certifications

City of Concord Annual Flow Tracking (FSTE 10/07)
2011 Permits
Receiving WWTP:
Muddy Creek`WWTP"
Permit Number:
NC0081621
2011 2011
2012 2012
2013
2013
2014
2014
City of Concord Project
No.
City„of Concord Permit No.
Project Name
J
Obligated Flow GPD
9 (GPD)(GPD)
WastewaterType
Tributary Flow
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD) `
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Construction
Status "
2 7- .8 .
OQ Q6
07-12045 �
_;. 35
s ddtebraok Subdivision Renewei
e i )
b
Domestic
� Q
Q
....
0
- 0
0
.:,..
Q
„ 0 .
Q
1Y °
QQ /o,
Reported information based on the 2011 NCDENR DWQ Quarterly Reports and 2011, 2012, 2013 & 2014 Certifications

City of Concord Annual Flow Tracking (FSTE 10/07)
2010 Permits
Receiving WWTP:
Rocky River WWTP
Permit Number:
NC0036269
2010
2010
2011
2011
2012
2012
2013
2013
_2014
2014
City of Concord Protect No.
2001-005
2009-054
2009-066
2008-063 '.
2008-023
City of Concord Permit
No.
06-0602513
09-0908513
09-1130514
.09-1211515
10-0115501'
Project Name
Corban Street/Ice Plant Sewer RealignmentPhase1'& 2
Cannon Crossroads 8-Inch Sewer Line Extension
Wexford Pointe Apts. Public & Private Water & Sewer
Walnut Avenue',15-Inch Sanitary Sewer Line. Replacement
Brook Avenue & Charter Court Outfall Replacement Phase 2
Obligated Flow (GPD(_
0
11,700
19,705
0
0
Wastewater Type
Domestic/Commercial
Commercial
Domestic
Domestic/Commercial.
Domestic
Tributary Flow
(GPO)
0
0 ,
0
0
Non -Tributary
Flow (GPO)
0
11,700
19,705
0"
Tributary Flow
(GPD)
0
O T
19,705
0.,
0-.
Non -Tributary
Flow (GPD)
0'
11,700
0
0-
Tributary Flow
(GPD)
0`
11,700''
0_
,,.0
0
Non -Tributary
Flow (GPO)
0
0
0
0
0
Tributary Flow
(GPD}
0
0'
• Non -Tributary
Flow (GPD) y
'0
0
0
0
0
Tributary Flow
(GPD)
0
'0
0
0
Non -Tributary
Flow (GPD)
0
0
0
0.
0
Construction Status
100%
-1'00%0
100%
100%
100%
2010-012
2010-053`
20.10-003. -
2010-039.:'=
2008-029- -
2008-009
10-0302503
-10-0609506
:10-0909509. •
10-1101511
10-1101512
08-0317507
East Congregation of Jehovah's Witnesses
Rocky River Community'Church'Public &Private Water &1Public•Wastewater.
Branch Drive 81nch Public Sewer :..
Poplar Woods Phase 1 Pump Station & Force Main Abandonment
Pokeberry Trail Sewer Extension
Burrage Road Sewer Aerial Realignment Phase 2 & 3
795
1,750
0
10,080
4,680
0
Commercial
Commercial
Domestic
Domestic
Domestic
Domestic/Commercial
0
0:
0,
0.:
0
0
795
1,750' :.
0
-10,080
4,680
0
1,750
1.10,080
4:680
0
795
0
0
0
0
0
0
0
795
0
0
0
0
'0
-0
0
0
0"
795
0
0
0
0
0
0
0
0'
795
'0
0
0".
0,.
0
100%
100%
100%
100%
0%
100%0
2009-003
09-0122501
Jacobs Landing Town Homes Modification 1
10,920
Domestic
0
10,920
0
10,920
0
10,920
0
10,920
0
10,920
80%
2008-004
=10=1119516
Irish Buffalo Creek Concord (IBCC) Tie Over , Tower Circle NW- Phase 8
0-
Domestic/Commercial
0
0,.
0.
0
,.0
0
0
0
100%
Total
59,630
0
59,630
_36,215
23,415
11,700
11,715
0
11,715
0
11715
Reported information based on the 2010 NCDENR DWQ Quarterly Reports and the 2010, 2011, 2012, 2013 & 2014 Certifications

City of Concord Annual Flow Tracking (FSTE 10/07)
2009 Permits
Receiving :W W TP:
Rocky RiverVYWTP
Permit Number:
NC0036269
2009
2009
2010
2010
2011
2011
2012,
2012
2013
2013
2014
2014
City of Concord Project N.
City of Concord Permit No.
Project Name.
Obligated Flow (GPD)
Wastewater Type
Tributary Flow
- (GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPO)
Tributary Flow
' (GPO)
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD) _
Non -Tributary
Flow (GPD)
Construction Status
2007-028
08-0731521
Poplar Tent Rd. 24-Inch Water Line & 8-Inch Sewer Main Relocation
Domestic
0
0
0
0
0
0
0
0
0
0
0
0
100%
2005-071
08-1208529
Irish Buffalo/Downtown Outfall Replacement
0
Dom/Ind/Commercial
0
0 :.
.0
0
0
0
0
0
0
0
.100%
2006-060
08-0306506
Irish Buffalo Creek -Zion Church 24-inch Sewer duffel!: Upsize Phase 1 & Glen. Laurel
Manufactured Housing Community 24-inch Gravity Sewer
0
Dom/Ind/Commercial
0
0
0'
0
0
0
0.
0
0
0
0
0
100%
2009-003
09-0122501
Jacobs Landing Town Homes
55,680
Domestic
0
55,680
0
55,680
0
55,680
0
55,680
• 11,880
43,800
0
43,800
• 100%
2005-067
07-09'10527
Hackberry Place Subdivision Phase B Modification 2
0
Domestic
0.
0
0'
0
0
0
0-
0
0
100%
2008-017
09-0311503.
Wilson Street NE,Sanitary' Sewer Replacement
Domestic
0.
•0
0
0
100%
2005-091
2009-004'
09-0401504.(permit rescinded)
09-0202502
Franklin Avenue Sewer Replacement
Jacobs Landing Commercial Outparcels.Water and Wastewater Extension ,
-0
85,000
Domestic (100%)
Commercial(4%) . "
Domestic(96%)
0
0
0
85,000
0
,0.
-.0
85,000
0,'
0 ,.
0
85,000'
0
0
85,000
0
85;000
0
0
0'
100o/
100%
2009-028
09-0521508
Utility Precast of Concord Ivey Cline Sewer Modification (aka Concord Regional
Airport South Development Phase 1B & 2)
0
Industrial (10%)
Commercial (70%) •
Domestic (20%)
0
0
0
0
0
0
0
0
0
0
0
0
100%
2007-059
, 09-0315506 '
Morrison Road, Pump Station and Force Main Elimination
0-
Domestic (100%)
0
0
0
0
0
0
0,
0
100%
2009-037
08-0808522
Hendrick -Concord Collision Center at Ruben'Linker Rd.
4,970
Commercial (100%)
0 '
-4,970•
-
0
4,970
0'
4',970. '
4;970
0=
0
0
100%
2009-020
09-0626509
CC Griffin Middle School (Formerly: Rocky River Middle School) aka Lower Rocky
River Elementary School
12,000
Commercial (100%)
0
12,000
0
12,000
0.
12,000
0
12,000
0
12,000
0
12,000.
100%
2009-019
09-0415506 .
Crosspointe BaptistChurch.Private Water Line 8 Public Sewe"
2,100
Commercial (100%)
0
2,100
0
2,100
2,100
0
0
0
0
0
0
100%
2008-015
08-0407511
Concord Regional Airport Modification 2 (South Development Phase 1 B & 2)
3,520
Commercial (100%) -
'3,520
-3,520�
0
0
0
0
0
0
.100%
2005-038 -
2009-045 '--
05-1122541
09-0826511
Christenbury Village C (Tower; Crossings) Modification 2 Phase 1 & 3 (2005-038)
Christenbury Village C Phase 2 & 4. (2009-045)
Domestic 100%
' Domestic°100%
0
0
0
;. 0
0
0"
0
0
0
0
0
0
0
0
0,
0
0
0
100%
100%
Total'
163,270
0
163,270
3,520'
159,750
2,100
157650
-4,970
152,680
96,880
55,800
0
55,800
Reported information based on the 2009 NCDENR DWQ Quarterly Reports and 2009, 2010, 2011, 2012, 2013, 8 2014 Certifications

City of Concord Annual Flow Tracking (FSTE 10/07)
2008 Permits
Receiving WWTP;
Rocky River.W WTP
Permit Number:
NC0036269
2008
2008
-2009
2009
2010
2010
2011
2011
2612.
2012 .
2013
2013
2014
-2014
City of Concord Project No;
City at Concord Permit No.
,. , ,. ,
.. 'ProJectName : -. .. -
Obligated Flow (GPDI
Wastewater Typa -
Tributary Flow
-
- (GPO):
Non -Tributary-
Flow (GPO]
Tributary Flow
IGPOJ
N0n-Trlbutary,
Flow (GPD)"
Tributary Fbw
-
(GPD)
Non-Trlbutary
- -
Flow (GPOj
Tributary Flaw
(GPD)
Non•Tdtiutary
Flow (GPD)
Tributary Flow
(GPD)
Non-Trbutary
Flow (GPD)
Tributary Flow
ry
(GPD)
-Non•Tdbutary
-
Flow (GPM
Tributary Flow
(GPO)
Non -Tributary
Flow (GPO)
Construction Status '
2007-073 r
"'�.
.,
..
.. 07-1111532 •
Great Wolf Lodgeofthe Carolinas' - - : ,'. , . - - - .`-.
•: 0
Commercial . .
, • 0 -
0 . - ,
0
0 -
D'
-:0
0
., 0:
0 .
- 0
0
0 -
0 :=.
0
100%
2007-078-" •
-
07-1214537
"' `
ThunderRoad/Wa1-Mart of Concord'Mills Blvd.
28,288
- Commercial''
28,288'
`0
- 0
0
0
': 0
- 0
0 "
'0 '
0
0
0
0 `
- 0 .
' ' 100%
2007-020
.
.
�.
07-1214536. ...
,_
CAT-HollardSewerOutfnll .�.., ..
0
Industrial
0 -
-0
'_ 0 .
, 0
0
0
.. '0
•:.
. 0
- 0--
0
0:
0
-.:0
0 ,
, ` 100%..
2002-036 '
08-0208502
Kasen Bluff Subdivision
3,960
Domestic'
0
3,960 .
. 0
3,960
0
3,960
0
3,960
0
3,960
0
3,960
0
3,960
50%
2007-058,
07-1220539 ..
Florence St. NW Sewer Relocation :., ,-
0
Industrial - '
0
0 ,..
0
.0
0
0
0
.0
.0
0.
0
;0:.,. :.
.. 0
0
• -100%
2005-029 " '
05-1208542
.
Indian Run Creek Sewer Trunk Relocation '. --- . ,.' „" .
,.
• Domestic/Comm.
0 ..
0 - ..
0
.0
0 -
0-.
0
.0
0-
". 0 .
0
0
,100a/o.
2008=001 -
08-0213503 -
Cox Mill High School. Public: Sewer Main Extension ; -
' 22,500
Commercials
- 0
22,500
•. 0
- 22,500•
22,500=
0 -
0
. -
. 0
0 =
0
0
0'
- 0 -
0' "
' 100%
2003-061,
08-0312506,.
Convention CenterPl. Plaza Modification
0
Commercial
0
0
D -
0. '-
0
.0
0
.0
0
0
0.
0.
0
0
100%
2008-004 -
.
08-0303504 - • .,.
-.
Irish: Buffalo Creek Concord Tie -Over Terminal -Court Phase 6 ..;
0 ::
Domestic/Commercial
-, 0. :.
- 0
'0
0
0 ..
..:^ 0 '
0
0 ,
,0
0 ,,.
0
0
-0
0 .
. - , 100a/o
2006-016-
..08-0415516
.'
SMVII's NHRA Dra, Racing Facility' at Charlotte Motor. Speedway- ,
: 143,000
' "
"Commercial'
--140000
- 0 '
.0 -
'0
'0
- •- 0
0 1-
0
0
0
- 0
` 0 -
0
0
100%
2007-053
-
,
07 0726523,
The Basin ROC 2100 SW/REE 6100 N OfTsite Sewer (Section 2-Gravity Sewer)
0
Domestic/Commercial
0
0
0
0
0
�
0
,0
D
0
0
- ' 0
, 0
._•. 100%
2008-004
:
.' -
-:
08-0501514.
Irish Buffalo Creek Concord Tie-Over'Tower Circle Phase? • .. <-' - .
0
.:
Commercial/Domestic.
',0,. :
,0
" D.
0
0
0,....-
0
0
0
- 0 -
0
• :0=
0 :
": 0
100%
2008-006 '
. 08-0410509
Edison Square Commercial (Public)
78,875
'Commercial/Domestic
19,82
59,050
0
b9,050
0
59,050 .
0
S9,050
0
59,050
0
-
59,050
-
0
59,050 . •
add d 10 sy of to.be
be
added to system
., ..
2008-009 l ,
.
,....
,.,. 5
08 Oa17507
r Aerial R aiionmentPh.2 & 3 a ,� ,.
Burrnge Road Sewer e �
0 -....
-
r '
Domestic/Comme cral
0 ::
,.0
D
0 _-
0
0
-
.� 0
-
- -
0
0 ;
=0
0
0
0
0 _
" 100%
2008-013 '`
' 08-05.01513
`
Weddington Road.Comm-ons "':=. '. ,".
''23,378
;' Commercial',
0 '.
- 23,378
23,378 .:
0
0.
0
'. :0
: 0.
0
0 .
0 .
0
0
0
10Da/o-
2008-015 .
08 0407511
Concord RegronalAirport (South Development Ph.1B) ..
3,520
: Commercial
0 ,
`.3,520 ,
, .- 0
. 3,520
3,520 - ,
0 •
0
0'
0
0
: 0
-, , 0
0'
0
100a/o
2008-010
'
"'
08-0420512 -
- -
Christenbury Corners: Northeast Corner-Outparcel •%- - :
, ,30,537•
"Commercial -
, 0
30,537
30,537` -'
0
.0
'0 -
0 "-
..
,.0
<-0
0 -
- -0' :
0 -
,- i0
, 0
- '.100%
2006-047 '
-
08-0611516
Convention Center Plaza Modification 2 - ' -' ` -
6,05
Comrriercial
6 975:
0
0
0 -
0
0
0
0
0
0
0 '
0
.- 0
0 '
' 100%
,
2004-077
• ,,
, .
08-0606517
"�
Winding Walk Subdivision, 2.. c -
g � n,P,hnse2Modification2;�'• ' • -.-
2,880
- Domestic':••
-2,880
. • 0
�:<0
� 0 �
0 �
'0 ��
�� 0
0..
0
.�-0
:0..
0
.0
0 :
'. 100%,
2008-018 •-`
:
;.
..
08-0527516 "'
Brook Ave. & Charter Ct.Oulf'i1IReplacement- '. , .. _ :.`.. ,::
- 0
Domestic '
��:.0
0
,- 0
' 0 ' ..
-,:0.., :.
, 0
0 `
0
0
. 0 ,
`0:.`,.
,0 ....
:0
0
100%
2008-006
. -
. 08-0404508. -
Laurel Park- Subdivision Phase 6A -
9 600
- . Domestic
.; ,.0
9 600 '
0 -
9 600
0
.. .9 60D
,D -.
9 600
0
9,600
- 0
9,600' , •
' 9 600 '
0
100%
2005-067 -•
'.
-.- :'
07-0910527- .
Hackberry-Place Subdivision Modification Phase A'and Phase B ,
' 11,160-
: -` Domestic ,
0
' 11,160 '
- 0. .
-_11,160
0
11,160
1.1,160
.
0
0,'
0
0
. 0
0
0 ".
=. 100%
2007-057
-
. 07-1029531 .
Graham Drive SW''Sewer Relocation Phase T and PhaseT
0
' Domestic:
0 :
0
` 0
0
0
0
' 0 .
-
- 0
0
0
0
'; 0
0 "
0
100%
2008-034
-�
.
08-08195-23 .
. - .
Coddle. Creek Market Lots 1 & 8 Water and Wastewater Extension `
7,400
- Commercials
0 -•
= 7;400 -
0,
'° 7,406 .
7,400 -
:0
-' - 0 .
-
' 0
'0
- ` 0 ...
0 .
' 0
0
0
100%
2008-037
08-0808522
King's Way. Baptist Church Sewer Extension
2,300
Commercial
0
2,300
0
2,300
0
2,300
0
2,300
0
2,300
0
2,300
0
2,300.
- 100%
2007-053
-
.
07-0726523.
The Basin .ROC 2100:SW/REE 0100N Ot1'site.Sewer Section 1-Pump Station & Access Road)„
- 0 -
t-
. i, .Domestic: - ,
,: O.
0
y' •.0 -
- .0,
0
:.0
0. ,:
-0 ..
'.: 0
, . - 0 -
0 ,
, _ 0
0
- 0 .
„ .- 20%
2008-015 ,
" 08-0407511
Concord Regional'Ail-Port Modification' (South Development Phase 1B & 2) '
' • .o •''
`- Commercial .
0
0
' - 0
`'0--
0 ' --'
0
'0 r
0 - -
0 -
0
0 `
' 0'
- 0
°`. 0
90%0
2006-031
.;
-•
. -08-1014527 -'
' -
Kiser Woods Subdivision Phase 1-•Modification(formerly.KiserGlen•Subdivision Phase1) - -".
-.. 0
- : -Domestic-"
0
• 0 .
0 •.'
'� 0 •.
0' -
0•
0
- 0:
'0
0 -
- 0
0 .•
- `0. -
- 0 : :
' -100%
2008-026
08-0711520
.
Wellspring Village
7,250
Commercial
0
7,250
0
7,250
0
7,250
0
7,250
0
7,250
0
7,250
0
' 7,250
100%
2005-038 ;. .
...
. ,
, .05-1122541, ,
Chnstenbury Village C (Tower Crossings) Modification - , :.
1,440 ,
_,. Domestic ,...
0
, 1,440
0
..•. �' 1,440
1,440 '
0.
0 ,.,
D
,. 0.
0
0
; 0
•.0
. ,,, 0 :
.100%
2006-051 °.,
..
,,
"'" 08-1211530
,>, "
Magnolia' Sewer Replacement '. ,;.;, =.. .' :;.. , :. ....
.. .0„
Domestic,: -
--' 0 •..
0
^'0.
"0°. ''
0 -
' 0
<0
.,
0'
0
. 100a/o
Total
383063
200968 182,095 53,915
128,180'
34,860
93,320 11,160
82,160
82,160
0 82,160
9,600
72,560`
Reported information based on the 2008 NCDENR DWO Quarterly Reports and 2008, 2009, 2010, 2011, 2012, 2013,-8 2014 Certifications

City of Concord Annual Flow Tracking (FSTE 10/07)
2008 Permits
Receiving WWTP:
Muddy Creek WWTP
Permit Number:
NC0081621
2008 2008
2009
2009
2010
2010
2011
2011
2012
2012
2013
2013
2014
2014
City of Concord. Project
No,
.
City of Concord Permit No.
Project Name
-
Obligated Flow (GPD)
Wastewater Type.
.
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary ,
Flow (GPD)
Tributary'Flow
(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Construction Status
2007-068
07-1204535
Saddlebrook Subdivision Phase 1
60,840
Domestic
0
60,840
0
60,840
0
- 60,840
18,360
42,480
13,320
29,160
7,920
21,240
7,560
13,680
- 10094
2004043 -
55-10245 8
Tuck r Ch,se,Subdimseon Modii'ication 2 `
1.930
DomestecICommerci31
1930
0,..
0
jD
0
0
0
, 0
0
0
0 .
0 .
0
0
1004$;.
Total 62,770
Reported information based on the 2008 NCDENR DWQ Quarterly Reports and 2008, 2009, 2010, 2011, 2012, 2013 & 2014 Certifications
1,930
60,840
60,840
60,840
18,360
42,480
13,320
29,180, 7,920
21,240
7,560
13,680

City of Concord Annual Flow Tracking (FSTE 10/07)
2007 Permits
Receiving WWTP:
Rocky River WWTP
Permit Number:
NC0036269
2007
200T
2000
8
20D9
2009
2010
2010
2011
2011
2012
2012
2013
2013
2014
2014
City of Concord
Project No.
City of Concord Permit No.
Project Name
Obligated Flow (GPD)
Wastewater Type
Tributary Flow
(GPD)
Non•THbutary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPO)
Tributary Flow
(GPD)
Non-Trlbufery
Flow (GPD)
Tributary Flow
(GPO)
Non-THbutary
Flow (Ole)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPO)
7Hbutary'Flow
(GPO)
Non•7dbutary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPO)
Construction Status
`2006-033
06-1122526
Fullerton Place Subdivision Phase 1' ` '
44,640
Domestic
0
-44,640
44640
0
0
0'
' 0
0
0
0
0
0
0
0
0
0
- 100%
2006-027
06-1025524
Cabarrus County Law Enforcement Center, Phase.1
7,200
Commercial
- 0
7200
- 0
7,200
7,200
0
0
0
0 -
0
0
' 0
0
0
: 0
0
100%
2007-003
07-0126502
Ruckus House Leaming'Center-Moss Plantation Ave. Ext.
8,250
Commercial
8 250
0
0
0
0
0
0
„' 0
0
0
0
0
0
- 0
- 0
0
100%
.2005-062
•
06-1220533
International Business Park Phase 2 West
" 16,000
Industrial
16 000.
0
0
' 0
0
0
. 0
0
0
0
0
0 `
0
0
• 0
. 0
100%
2007-005
07-0214505
The Mills Subdivision Phase 1, Pump Station & Force Main '
27,120
Domestic
9,360
17,760
0
17,760
0
17,760
0
17,760
0
17,760
360
17,400
0
17,400
0
17,400
- 80%
2006-023
07-0126503
Hampden Village Subdivision
. 63,360
Domestic
0
63360
21600 .
41,760
0
41,760
0
41,760
0
41,760
0
41,760
0.
41,760 '
6,840
34,920
60%
2006-074
07-0227508
Pebblebrook Circle SW Sewer Extension -
1,440
Domestic
0
1440
1440
0
0
0
0
0 '
'0
0
0 '
' 0
0
0
0.
" 0
100%
2006-068
06-1204529
Roberta Meadows Subdivision
11,880. '
Domestic
0
11880
11880 :
0
0
.0:
0.. .
0
. 0
0
0
0
.. , 0.
. 0
.0
0
100 %
' 2003-070 '
06-1212531
Roberta Road Sewer Line B Extension,
2,880
Domestic
0
2880
0
2,880
0
2,880
- 2,880
0
0
0
0
0
0
0 .
0
0
100a/
2006-056
, 06-1212532 ,
Concord Airport Business Park -Section 3 Phase 1 ..
' . 13,769
Commercial •
0
--13769
3500 -
10,269
0
10,269
' - '0 -
10;269
0
10,269
0
10,269
0
10,269 -
10,269
0
100%
2006-049
07-0418511
Oak Ridge Sanitary Sewer Pump Station #29 Abandonment by Sewer Extension
0
Domestic.
D
0
0
0
0.
0
0
0
0
0
0
0
0 .
0
0
0
100%
.2005-092 ..
- 07-0219507
Poplar Trails Sand Filter Duffel! -.
, 6,840 •
Domestic -
' 0 •
6840 •
0 -
'6,840
0
6,840 -
0 „ .
.' -6,840 , -
''6,840
0
0 •
""0 •
0'
0 -
0' .
0
- 100%
2007-019 '
'
07-0517512
St. Charles Avenue NE Sewer Replacement , '.
0 '
Domestic
0'
0 ." '.
0
0
" 0
0 '
' 0 '
0 .
0
0
0 ' .
0
0 '
'0 ,..
0
0
100%
2003-038 •
: 06-1104525
Hearthwood Subdivision Modification •
4,800
- Domestic
0 "
4800 :
4800
0
0
0
•0- -'
0 -
0
0 " • '
0
0
0
'0
0
0
100%
2005-086
�
07-0614516 -.
Pleasant Oaks Sub. Ph.1, Water Man & Gravity Sewer, Pump Station & Force Main -
23,180
- 'Domestic
0
23180
0
23,180
:0
23,180
0
23,180 ''
0
23,180`
0
23,180
23,180 •
0
0
0
_ - - - 100%
'. 2006-059
:
• 06-1026524 - -
Oxford Commons Town Homes Phase 1 . -
, : 28,800
- Domestic-':-
' ' 0
28800
28800
0
0
0- -
0' -
.- 0
0
- -0
" 0
- 0 „
., 0
• 0
0 '
• 0
- . .100%
2006-046
07-0215506
Hallstead Subdivison Phase 2
96,840
Domestic
D
96840
0
96,840
0
96,840
" 0
96,840
0
96,840
0
. 96,840
0
96,840
0
96,840
0%
2007-043
07-0607515
The Mills Subdivision Phase 2 -
82,440
Domestic
0
82440
0
82,440
0
82,44D
16,920
65,520
0
65,52D
0
65,520
0
65,520
4,680
60,840
60%
.2006-017
07-0330510
Cedarvale Farm Sub. Ph. 1 Water Main, Sewer Main & Pump Station . "
54,360
Domestic
0 "
54360
0
54,360
0
54,36D
21,240
33,120
0
33,120
0
33,120
12,240 .
20,880
. 10,440
10,440
90%
'2006-029
07-0625518 -
Oxford Commons Commercial Site Modifications 2 -
"0
Commercial '
0 '
' 0 '
' 0
. 0
0 -
0
0'
- 0
- 0
0 -
0 '.
0 -
0
-0 "
0
0.
160%
2007-024
07-0630519
Fullerton Place Subdivision Phase 2 & 3.
53,850
Domestic
0
53850
20730
33,120
0 "
. 33,12D
.0
33,120
0
33,120
1,920
31,200
0
31,200
0
31,200
90%
2006-069
07-0620517
Bedford Farms Subdivision Phase 1
23,900
Domestic
0
23900
23900
0
0
0
0.
0
0
0
0
0
0•
0
0
0
100%
2006-061
07-0608514
Burrage Road Sewer Aerial Realignment Ph. 1•' ' -,
0
Domestic
0
0
0
0
0
0
0
-- 0
0
0
0
0 -
0
0
" 0
0
100%
2007-060
07-0830525
Glengrove Sub. Phase 5-12 - -
43,560
Domestic
0
43560
0
43,560
27,000
16,560
3,960
12,600
10,080
2,520
0
2,520
0
2,520
720
1,800
100%
'2007-055
07-0815524
Concord Pavilion at George Liles Blvd.
5,362
Commercial
' 0
. ' 5362
5362
0
0
- , 0
0
0
0
0
0
0
0
0
0
0
- 100%
2006-031
07-0108501
Concord Interceptor Tie -Over Tower Circle, NW Sewer Connection Phase 3 & 4A
0
, Industrial
_ 0
0
0
0
0
0 -
•0
- 0 -
0
0
0
0
0
0
0.
0
100%
2007-006
07-0810526
Sapphire Hills Subdivision .
21,600
Domestic
0
21600
0
21,600
8,640
12,960
7,560
5,400
5,040
360
0
360
, 0
' 360.
0
360
100a/o Lot 24 not to be constructed
2007-057
07-1029531
Graham Drive SW Sewer Relocation Phase 1 • •" -
0 -
Commercial
- 0
0
0
0
- 0
0
0
0
• 0
- 0
• 0
100%
2007-069
07-1005528
The Mills at Rocky River Sub. Ph: 3 Pump Station &'Force Main'
' 37,800
Domestic
0
37800
0
37,80D
0
37,800
- 0
37,800
0
37,800
0
37,800
37,800 "
0
0
- 0
100%
2005-065
06-0621530
Copperfield Phase 2 - -
14,786
Commercial
0
14786
0 -
14,786
0
14;786
"0
14,786
0
14,786
0
14,786
0 .
,.. 14,786
- 0 _
- 14,786 -
Not to be Constructed
2007-009
07-0208504
The Villas at Winecoff Subdivision
34,560
Domestic
0
34560
0
34,560
0
34,560
4,680
29,880
0
29,880
0
29.880
0
29,880
8,280
21,600
50%
2005-067
07-0910527
Hackberry Place Sub. Ph. A
6,480
Domestic . '
0
6480'
0
6,480
0
6,480
0
6,480 , .
5,040 '
1:440'
'1,440
0
0
„ 0
- ' 0
0 .
160%
2004-108
07-0604513
The Pointe at Si. Andrews , - - -
' 14,760 -
Domestic-
0
14760
0
. 14,760
0
14,760 '
" " 0
' 14,760
0
14,760 •
14,760
- 0 -
0 .
- 0
' '0 .
0
100%
2007-049
07-1114533
Pleasant Oaks Sub. Phase 2 & 3
50,40D
Domestic
0
50400
0 "
50,400
0
50,40D
0
50,400.
0
50,40D
0
50,400
0
50,400 ,
0
50,400
100%
2007-070
07-1608529
Crescent Apartments Ph. 1, Public,Sewer Ext. , .
0
'Domestic '
0 "
0
- 0
0
0 -
0. _
,, : 0 .
0 - .
0
0 - .
0
- 0
0
0 .
- . 0 -
0
- -- - 100%
2007-056
07-1203534
Pendleton Subdivision Phase 1
28,050
Domestic
0
28050
0
28,050
0
28,050 -
0
28,050
0
28,050
0
28,050
0
28,050
0
28,050
50%
w2006-047
06-1003521
Convention Center Plaza'Modification .. .-' , - -
" 12,650
"-Commercial-
12,650
0
0
0
0
0 --
0 •
0
0
0 _
- 0 •
0
" 0'
- 0
- -0
0 -
_ 100%
Total
841,557 46,260 795,297 1 166,652 628,645 42,840 1 585.805 - 57,240. 528,565 27,000
501,565 1 18,480 1 483,085 - 73,220 - 409,865
41,229 , 368:636
Reported information based on the 2007 NCDENR DWQ Quarterly Reports and 2007, 2008, 2009, 2010, 2011, 2012, 2013 8 2014 Certifications

City of Concord Annual Flow Tracking (FSTE 10/07)
2006 Permits
Receiving
WWTP:
Rocky River WWTP
Permit Number:
NC0036269
2007
200T
2008
2008 2009
2009
2010.
2010
_2011.
2011. 1 ,-2012: .,1. 2012..
2013
2013=
2014 .,
2014
City of Concord ProJen No,
CI o1.Conoord errnit
ty-- P -
No.
..
- - Protest Name
Obligated Flow (GPO)
-
- Wastewater Type
TributaryFlow
(GPO)
' Non -Tributary
Flow WO)
Tributary Flov
(GPO
Non-TributaryTdbutoryFlO8
Flow (GPD)
(GPO) "
Non -Tributary
Flow (GPD)
Tributary Flow
'(CFD)
Non -Tributary
Flory (GPD)
Tributary Flow
(GPD).
Non -Tributary.
Flow (GPO)
Tributary Flow
[GPD]
Non-Trlbntory
Flow (GPb)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
(GPO)
Non -Tributary
r
non! IGPb)
Construction Status
2005-029
:05-1208542
�
-
Indian Run Creek ,SewerTrunk_. ,. .,,
0 ,.•
'.
-:. Domestic
.
0
0
0
0,
- 0
0
0
.0_
0
0
0
_
.. 0'
0
0
.0--
0
" 100/
2005-033
.'e
05-1214544
Christenbury, Village B-Meadow Wood: • - •.
-
40,680 -'
- Domestic
• 11,160 •
., 29,520•
". 18,000
,: 41,520-
0
11,520
:0 -.
-. 11,520
11,520
- - 0
„0 :.
..0
.0
, .0
- 0.'
0
. 100°%
2005-090
05-1222546
The Villages at Moss'Creek Phase 9A "' _ :
..
• '720
:
Domestic
• ,•
720. ` '
0 "=
;'- '0 `.
0
0
0
- 0:
- - 0 -
0 -
° 0-'
0.'
, 0
0 _
- 0
+0
0
-100%
2006-002
' '
06-0109501. '
Afton Village Water & `Sewer Ext. at Foundry`Street , `: -
"'0
•
'
- Commercial
0
' 0
0-
0:
0
0 '
0
0
0
0 -,
' 0
•" 0
'0 -
0 '
• 0
0
- - 100%
2005011
05 1219545
Concord Christian Center 8-inch Sewer Main @ Manor Ave. "
570
Domestic
570
. ' 0 - ...
0
"' '0
0 . -
- 0 .
0
0 :
0
0.
0
0
0
0 '`
0"
0
., 10•
2005-074.
06-0118503
Laurel Park Subdivision Phase 5 & 6 - - -
45,600'
'Domestic
45,600
0 •
- `0
0`
0
0
0
0
•0
0.
0
: 0,
0
0
0':
0
1D0%
20052081 • .
,' •
06-0112502 ,
Lowe's at;Dale Earnhardt Blvd.- �., -,
.
' 26,980,-
,:;:
Commercial ..
26,980
0.
.: 0-
- 0
.. 0'
,, 0.
-. 0 :.
. 0
, 0
0..
0
* 0
,0
0 •
0- ,.
- 0,
... 100%
2005-084A•,
' •:
06-0120506 :
Cabarrus Plastics Inc. (Zion Church Rd.) Sewer Ext.' .-'- - +°
' .
•.-.. 835
-
-- •Domestic.
'
. 835 .
- 0„
a 0"°
0
0 "•,
0 ` •
0- °
,
. • -0 •
:... 0
0
- 0 .
0 •
- 100%
2003-038
_
05-1208543 -
Hearihwood Subdivision -, .'
-
•'
""59,400"-
- Domestic
-
0
59,400 .,.
22,200
37,200
.`0' -
37200
- "" 0 '..
37,200
17,400 -
.19,800'
- '0-
: ''
19,800
- 15,000
4,800 `'
4,800°
` 0 .
' 100/
2005-036
-
06-0120505
Christenbury Village D,
81,320
Domestic
17,280
14,040
14,040
D
0
0 -
' 0
0Q
0
0
0
0.
`0 •
- b
0
0
100%
2005-027
...'-•..
06-0327508.
Kings Grant Sewer Replacement,,.., ,..,
....
.,..:,. D-:.
:
Domestic
0
0
0
0
.-•0.
0
0
0....
0
0
-,0
0-
0
0
- 0
- '0
100%
2004-048 ,,:.:,:
06-0118504
Fourth, Street Sewer Replacement . , -
..;
-
- 0
,.,
.; Domestic
0
0
0
0 :
0
.0
0.
0 ;: -
0
- 0.,
-. 0 ;,,
• 0.
,0
. - 0
0 -
0 .,
., .. - 100%
2006-013 • -
- . •-:
06-0406510 " ,•-'
Tribek Shopping Center at Pitts.: School Rd. & US 29 - .
- •
°.14,569 ,
• .Commercial '
•°
14,569
0
_: 0
0
0
, 0.-.
-- 0
•0.
0 -
• D
0
..
• - 0 •
• 0 -
0
0 _
- ' 0
100%
20031072 -
'"
06-0530512
Hallstead Subdivision Phase 1 ". •'-
+
• 74,160 '`
' `- Domestic
"` .`
'41,600
'32,560 "
32,560 '
-' D,-
"" 0 - -
0 `
'. 0 "
. • 0 .
0:'
0"
- 0 - -.
0 -
0
- 0
0- .
0 - •
:
- 100%
2001-005
06=0602513
Corban Streetllce Plant Sewer Realignment - -
0
-Commercial
0
0
d
D
0
•0
• 0 •
- -0
0 -
0
_0
0
0 ,
0
- - 0
. ' 100%
2005-066 ,-.
06-0530514 -
Meridian Subdivision
5,760 . - .
-
.Domestic
- 0
. 5,760 .
' 5,760 ..
0 .
0
0 •
0
0 - '.
. 0
0
0
. 0
' 0
D
0
.. 0
- ` 100%
2006-006
,
06-0303507. -...,
The Villages at Moss.;Creek Phase 9 .
.�
.
9,000
.
Domestic
-- -.
9,000
. 0
0
0
0
. 0 ..
0'
- 0
0'
0 -
0 _
.0
j. 0 •
D -
0. -
0
' 100%
=- --
2005 021
-::06-0630515..,,.
Magnolia ,Subdivision:Modification , ..- <..
g g
-
,. -
1 680
:
-. Domestic-
.
1,680
-0
. •.. 0. -
- D. ;,
:, 0
0- ..
0:,.
-.: 0
,0
.. 0 -",
'_0'. .-
. 0
,...•-.0
• ,0 -.
. •0 .:
0;
: , - • •:. 100%
2006-024 .'"
66=08'07517 •"
Cannon Cr-ossroads'Shopping Center
, 46,255
'Commercial
-
46,255
0:
0`
0
- 0 -'
- 0 °
- - 0 -
' 0
'0- -
- 0
• 0'«
D =:•,'_
' 0
0
'0 - -
:0
- - ' - 100%
2006-044
06-0826818 -'
'
Afton Village Parcel 602I604'.. :' ' ,. -"' ' .
23,520
Domestic "
11,520 `
12,600
12,000 -
0 =
0 •
.0
0 "'
0
0
0
0 .
-
'0. '
0 ,
0 - -
0 '`
" 0
-
` 100%
2006-035
06-0822519
Cowes'Motor Speedway Sahitary'5ewedRelief Tie -Over,- •" -
0
Commercial
0
0
, 0
0 -
0
-0
- 0
0 =. -
0
. 0
0
0
0
0
0
0
.: , 100%
2006-014 ' ,.
06-0512511 ,
Chelsea Park. Sub. Sewer Extension '- .'
-
3,204:
Domestic
:
0
.3,204
0
' 3,204
-' 0
3,204
0..•
3,204
- 0
'. 3,204
0'
3,204
0
3,204
0 '
3,204
Not to be Constructed
2003-082 . -
-
06-6913520 . "
Skybrook Village North(AKA Laureldale Subdivision Phase 1)
89,280
Domestic
36,720
$2,560
26,280
26,280
0
26,280
, - -3,960
- 22,320 -
0 ;
22,320
0
22,330
20,880
1,440
0
1 „440
'
100% (4 Jots Eliminated from -
Project)
2006-047
06-1003521.'-
Convention CenterPlaza •
50,475
Commercial
50,475
" . 0. '
0-
0. -
0
. •0-
0`
0 .
0'
'- 0
' 0
0 -
'D
0
0
0
-100%
2006-028 ' :.
- -
06=0612514 , •
Carl Purr Elementary School Public Water & Sewer Main' Ext. ,
-.'-.13,200 -'
,.
.:.
.. .Commercial ,
13,200- .
. 0
0
D'
0:
0 .
- 0 -
•0
- 0 •
0
. 0 _
0
0
- . - 0
0
0
-100%
2006-029'' ,.
• .
66,0720516
'
Oxford Commons Commercial Site `- '_'
..
5,960 `
°-
.-Commercial •
5;960
-. 0 ;
.� .. 0
': .0:
0
:0
- 0
- 0,,,
0-
.0 " -
0 • .
.0
-.. 0 -
0 , .,
•' D
..0
:..,
''100/
2006-034' -
-
06-1031523-•
Concord Retirement Residence at Branchview ; °-'.
-
" 21,000
-
`;"Commercial ;
0'
21,000 •
:21,000
0"c
` 0
. • "_ •0
0" :
0 "
- , 0
0 '
0 '
, 0
- 0 . •
-0 -0
-
- 0
-
-100a/o'
2006-031
06-1207530
Concord Interceptor Tie -Over Tower Circle NW Sewer, Connection'
Ph, 1 .• - ,
0 .
,
.
Industrial
0
•;0 . r
0 . ,
0 -
0
..- 0
0
0
0
0
. 0
-
0
0
0
0 .
0
100%
2006-031
06-1122527
Irish Buffalo Creek Concord Sewer Tie-Overs.Tower Circle NW
Ph. 2 '_
'
0
..
Industrial
0
0.:.
0 .
0,
0
0
0
., 0
,0
.0
0 -
0
0
. 0' -
0';
0
100%
• :, ,.
2006-031
- -
• , _.
06-1130528
.'
Irish Buffalo Creek Concord Sewer.Tie-OversTower Circle:NW
Ph,1A: -
0 .
`.
Industrial
..
0
0
- ... 0'
0,
- 0
_ '. 0
0
0...
- 0
0
..D. •-....
0
- '0 "
'D
• 0
.. 0 .
:- 100%
2006-031 .:-
- ,-
06 11025522._
Irish Buffalo Creek Concord Sewer Tie-Overs:Ph.5 -.
'.
0
Industrial �
-
0
' 0 -
' 0
0
" 0
,0
; 0
,0 -
0
- 0
0
- 0
0
- 0
0
j. 0
100%
Total
Reported information based on the 2006 NCDENR DWD Quarterly Reports and 2007, 2008, 2009, 2010, 2011, 2012, 2013 8 2014 Certifications
664,168
334,124
230,044
151,840 78,2Q4
78,204
3,960
74,244
28,920
45,324 -
45,334
35,880
9,444
4,800
4,644 -

REC.
VISION OF Wf-.
JAN 14 at
SWP SECTION
OOR SVILLE REGIONAL OFFICE

NORTH CAROLINA
High Performance Living
:volt®®■i■■u.■■ ■i i i,
850 Warren C. Coleman Blvd., P.O. Box 308, Concord, NC 28026 - www.ci.concord.nc.us
January 6, 2014
NC Department of Environment and Natural Resources
Division of Water Resources — Water Quality Permitting Section
Pretreatment, Emergency Response, and Collection Systems Unit
Mr. Rob Krebs
610 East Center Avenue, Suite 301
Mooresville, NC 28115
01 vii270N OF 1'JAi E-s Kt!A.? ITY
MOO
JAN 0 8 2014
Subject: NCDENR DWQ — Delegated Program Flow Tracking FSTE 10/07
City of Concord Delegated Local Permitting Program
Public Wastewater Collection Systems
Cabarrus County, North Carolina
Dear Mr. Krebs:
Please find attached a flow tracking report entitled "City of Concord Annual Flow
Tracking (FSTE 10/07)". This flow tracking report provides a list of each public wastewater
collection system "Authorization to Construct" permit that was issued during the past eight years
and indicates the project permit number, project name, the obligated wastewater flow that was
allocated with each permit, the wastewater flow that has been made tributary to the WWTP and
the estimated wastewater discharge that is not tributary to the WWTP.
In 2013, the City of Concord has issued a wastewater discharge obligation of 90,807 GPD and
has a tributary wastewater discharge of 15,000 GPD that will be treated and processed by the
Water and Sewer Authority of Cabarrus County (WSACC) Wastewater Treatment Plants. The
non -tributary wastewater discharge, obligated but not released, is 75,807 GPD.
From 2006 through 2013, the City of Concord has a total obligated wastewater discharge of
2,385,338 GPD, a tributary wastewater discharge of 1,616,860 GPD that will be treated and
processed by the Water and Sewer Authority of Cabarrus County (WSACC) Wastewater
Treatment Plants and a non -tributary wastewater discharge of obligated but not released flow of
768,478 GPD.
Please note that the City of Concord was approved on October 8, 2003 to issue permits for the
construction and operation of new public gravity sewers, pump stations and force mains and
modifications to proposed or existing public gravity sewer lines, pump stations and force mains
located within the corporate limits and areas of extraterritorial jurisdiction that the City will own,
maintain, and/or operate. The multi jurisdictional interceptors and the wastewater treatment
Engineering
Phone [phone] • Fax [phone]

plants that transports and processes the City of Concord's wastewater is maintained and operated
by the Water and Sewer Authority of Cabarrus County (WSACC) by contractual agreement.
If there are any questions regarding the information presented in this report, please contact me at
[phone].
Sincerely,
City of Concord
M. Sue Hyde, P.E.
Director of Engineering
Enclosures: City of Concord Annual Flow Tracking (FSTE 10/07)
cc: Files - Delegated Application Package Booklet.
NC Department of Environment and Natural Resources
Division of Water Resources
Mr. Matt Matthews, Section Chef— Surface Water Protection
1611 Mail Service Center
Raleigh, NC 27699-1611
NC Department of Environment and Natural Resources
Division of Water Resources — Water Quality Permitting Section
Pretreatment, Emergency Response, and Collection Systems Unit (PERCS)
Deborah Gore, PE, Environmental Supervisor
1617 Mail Service Center
Raleigh, NC 27699-1617
E-Copy: M. Sue Hyde
Engineering
Phone [phone] • Fax [phone]

City of Concord Annual Flow Tracking (FSTE 10/07)
2007-2013 Summa
ry
WSACC WWTP:
WWTP Permit Number:
Rocky River WWTP
NC0036269
Obligated Flow (GPD)
2007-2013 Tributary HOW
(GPD) �
Non -Tributary Flow (GPD)
2006 .
564,168
554,724
9,444
2007 a
841,557
431,692
409,865
2008
383,063
300,903
82,160
2009 ,
163,270
107,470
55,800
2010
59,630
47,915
11,715
2011
5,817
5,175
642
2012
214,256
112,451
101,805
2013
90,807
15,000
75,807
Total
2,322,568
'
1,6.76,330
m
747,238
Reported information based on the 2006, 2007, 2008, 2009, 2010, 2011, 2012 & 2013. NCDENR DWQ Quarterly Reports and 2007, 2008, 2009, 2010, 2011 2012 & 2013 Certifications
City of Concord Annual Flow Tracking (FSTE 10/07)
2007-2013 Summa
ry
WSACC WWTP:
WWTP Permit Number:
Muddy Creek WWTP
NC0081621.
Obligated Flow (GPD)
•
' 2007-2013 Tributary Flow
(GPD)
Non -Tributary Flow (GPD)
2006
0
0
0
2007
0
0
0
2008
62,770
41,530
21,240
2009
0
0
0
2010
0
0
0
2011
0
0 •
0
2012 ,
0
0
0
2013
0
0
0
Total
62,770
41,530
21,240. ,
Reported information based on the 2006. 2007. 2008.
2009. 2010. 2011. 2012. & 2013 NCDENR
DWQ Quarterly Reports and 2007. 2008. 2009.
2010.
2011
2012 & 2013 Certifications
Rocky River & Muddy Creek WWTP Totals
Obligated
2,385,338 GPD
Obligated
2.385338 MGD
Tributary
1,616,860 GPD
Tributary
1.616860 MGD
Non -Tributary.. ,
768,478 GPD
Non -Tributary
0.768478 MGD

P.E.-zr3EIVED
DiVISiON OE "PATER QUALATY
City of Concord Annual Flow Tracking (FSTE 10/07)
2006 Permits
Receiving WWTP:
Rocky River WWTP
Permit Number:
NC0036269 •
. , .
2007 2007 2006 2008 2009 2009
2010, 2010 2011 2011
2012 721 2
2013 2013
JA.N 0 8 1014
6\1100RESV1_LE OFFICE
cay,o c..cord projet No.
City of Concord Permit
No.
Proleet Name , .
-Obligated Flow (GPD)
wth.„.,,, Ty,,
Tributary Flow
(GPD)
Non -Tributary
Flow (GPO
Tributary mw
(GPO)
Non -Tributary
Flow(GPO)"
Tributery Flow
(GPD)
Non -Tributary
Flow (GPO)
Tribntary Flow
(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Tribajary Flow
, (GPO)
Non-Tribubry
Flow (GPI))
Tdbutary Flow
(GPO)
Non -Tributary
Flow (GPO)
Construct i on Status
2005-029
05-1208542
. .
Indian Run Cre•ek Sewer Trunk , ,
" - 0
'
,
- Domestic
.
0
0
0
0
0
0
0
0
- 0
0
0
0
.
0
0
.
100/
2005-033
'
05-1214544
6hrietenbury Viliage B-Meadow Wood , • -
,.
, 40,680
" - '
. Domestic - :
..,
.- 11,160 ,
. 29,520
• 16,000- ,
" .11,526 ,
0
' ,
- 11,520:
0
11,520
' , 11,520
'
0
.: i 0
-- ` ''' 100%
2005-090 ,
,
'
05-1222546
The Villages at Moss Creek Phase 9A '
,
.
0 .0
0
'0
' ,
• 0 ,
160%
2006-002 •
.
_
06-6109501
Afton Village Water & sewer Ext. at Foundry Street -
. 0
Commercial
0
0
0
0
0
0
0
0
0
0
0
0
0
0
100/
2005-011
05-1216545
,.
Concord Christian Center 8-Inch Sewer Main @ ManorAve "..
, ' 570
-
. Domestic ,
570
0
0
0-.
0
'
" 0 " .
, 0 .
' 0
0
0
0
0
0
0
100%
2005-074 -
06-0118503
- ,
Laurel Park Subdivision Phase 5 & 6 , - - , , , .• '45
600
Domestic
45,600
0
0
0
0
0
0
0
0
0
0
0
0
0
. - . 100%
2005-081 .
•
06-0112502
Lowe's'at Dale Earnhardt Blvd. " - - . . •
•
. - 26,980
Commercial
26 980
0
0
0
0
0
0
0
0
0
0
0
0
0
100%
2005-084A'. '
. -
06-0120506
' '
Cabarnis'Pl'astis, inc. (Zion thiirch•Rd.) Sewer -Ex- t.' "
- '• '
--- - 835 ".
.
'" DomestiC -•".• .
f 835 ;
., 0 - -
0 "- '
' • 0 -
.
' t;
- 0
- • 0 ' r:
-0 '-
0
- • '
-•. 0'
- . 0
- O.
-- •-' - • • 100%
2003-038
05-1208543
Hearthwood Subdivision
• .59,400
.
Domestic
0
59,406
22,200
37,200
0
37,200
0
37,200
17,400
19,800
0
19,800
15,000
4,800
90%
2005.036 .
,
060120505
'
-,
Christentiury Village D
31320 '
- Domestic
17280
14040
14040
0
0
0
0
0
0
0
0
0
0
0
100/
2005-027 .
' •
06-0327508
Kings Grant Sewer Replacement •
, ' . " : _100%
2004-048 .
' -
06-0118504
. .
Fourth Street SewerReplacement :. ".- ' . : " ' ' •
••
• - '100%
2006-015
06-0406510
'
Tnbek Shopping Center at Pitts School Rd & US 29
' . 0
0
-
- 0
-'-O
; , - • ' ibo%
2003;072 •
,
06-0 530512
Hallstead Subdivision Phase 1 • ' -
74,160- -
..
, '' Domestic '
- ,
41,600 •
32,560
32,560 '
_ 0
0
0
0
0
0
0
0
0- -.
,.
.
0
." . 0 -
- , , 100/
2001-005
, ,
06-0602513
.
Corban Streetilee Plant Sewer Realignment -
- - . Commercial
. 0 '
,
- .•
,
2005-066 .
06-0530514
MeridianSubdivision . ' ' • •: . - • .,
, -
, 5,760 .
• . , Domestic :
2006-006
•
06,6303507
'
The Villages at Moss Creek Phase 9 •• '-', . ' - . ' ''',
'
. 9,660
2005-021
06-0630515
,
MagnolieCroesing Subdivision McdifiCation.
1 680
Domestic
1680
0
0
0
0
-
- 0 . -
. 0
0
0
0
0
0
0
0
100%
2006-024 ,r,
•
06-0807517
Cannon Crossroads Shopping Center -
-
46,255
,
. Commercial -... '
46,255
0
0
0
0
0
0
0
0
0
0
0
0
0
100%
2006-044 ' . :
-
06-0828518
Afton Village Parcel 6021604 , ' .„ - ..„, ' ,
2006-035
06-0822519
Lowes Motor Speedway Sanitary Sewer Relief Tie -Over- ''• , • .
, -
- ' 0 -'-"
''.. Commercial •
--
' '0
0
0 - .
2006-014 -
06-0512511
Chelsea Park Sub. Sewer Extension - - - „'• .
' '
. : 3,204 ---- :.•
--"-• ." Domestic .1
0 .
• " 5,204
. 0 '
3,204 -
. 0
: f
"3;204' ''
'0
' 3,204
. "0
3,204 `
- 0 ' •
3,204
"- 0 ." '
. ' 3;204 " '
. Not to be Constructed ---
2003.082 .
06-0913520
'
Skybrook Village North(AKA Laureldale Subdivision Phase.1) . , -.
-
. 89,280 • '
- '
, ' Domestic . -
,
- 56,720
. 52,560 -
26,280:
..26,280 .
• .
0
. .26,280
, 3,960
. 22,320 -
- . 0 ,
22,320
0 ,
22330
- - 20,880
1,440 ,
100% (4 lots-E)iminated from -
Project)
-' .100%
2006-028 .
06.6812514
•
Carl Furr Elementary School Public Watei8. Sewer Main Ext. : ..,
- -
- 13,200. '
' - ---
•-• Commercial -• -
.••
: 13,200
-0 -, '
0.
- 0
'
0 '
,'
''o''
0
o . , ,
,
. - l00%
2006-029 ; .
06-0720516
Oxford Commons Commercial Site . - - -
5,960
, Comrnercial ' .-
5960
0
0
... ,
0
0
0
0
0
..
0
0
0
0
0
0
.100%
2006-034 --
06-1031523
'
, •
Concord Retirement Residence at Branchview . - - -
-21,000
'
. ,
- • ' , Commercial '
0
, 21,000
21,000
-, 0
.
' 0
0
0
, .
. -
- ' . : -100%
i ' '
2006-031
.
1
'
•
06-1207530
„
Concord Interceptor Tie Over Tower Circle NW Sewer Connection
Ph. 1
Industrial
0
.
. -
. •,
.
0
" - .. ' -', •100%
2006-031
,
Irish Buffalo Creek Concord Sewer Tie-Overs Tower Circle NW Ph.,
,..
:
- -
'
Irish Buffalo Creek Concord Sewer Tie-Overs Tower circle NW •• - -
.. ,
Industrial -
• -0
0
, '
.. .
2006-031
.
06-1025522
Irish Buffalo Creek Concord Sewer Tie-OVers Ph.5 • . -
. '0
•-- - Industrial "
- . 0
"
-
. .
,
• 0 '
0
`
.
.
' 0 .
"100%
Total
564 168
334,124 '230,044
151,040 - 78,204 0 78,204 - 3,960
74,244
28,920 45, 24
0
45,334 35,880 9,444
Reported information based on lhe 2006 NCDENR DWQ Quarterly Reports and 2007, 2008, 2009, 2010, 2011, 2012 & 2013 Certifications

City of Concord Annual Flow Tracking (FSTE 10/07)
2007 Permits
Receiving WWTP:
Rocky River +W W TP
Permit Number:
NC0036269
2007
2007 _
2000
2008
2009
2009
2010
2010
2011
2011
2012. 2. I_
2012
2013
2013
City of Concord
Protect No.
City of Concord Permit No.
Protect Name
Obligated Flow (GPD)
-
Wastewater Type
Tributary Flow
(GPO)
( )
Non -Tributary
Flow (GPI])
)
Tributary Flow
(GPD)
"'Nan -Tributary
Flow(GPD)
Tributary Flow
(GPD)
.Non -Tributary
Flow(GPO)
Tributary Flow
(GPO)
Non -Tributary
Floor
Tributary Flow
(GPO)
Non -Tributary
Flow
Tnbutary:Flow
(GPO)
Non -Tributary
Flow(GPO)
Tributary Flow
(GPO)
Non -Tributary
Flow
Construction status
-
2006-033
06-1122526
Fullerton Place Subdivision Phase 1 ' "
44,640
Domestic
0
44,640
446-40
0
0
2006-027 '
06-1025524
CabarrusCounty Law EnforcementCenter,Phase 1 •' -i. .•. �
::
""- 7,200.. r
..Commercial -
.� 0
' ` 7200
0
7,200.:-
7,200-'
.0:.
' 0 '.
.'0-'
0,.�-
0
0
.:- 0 i'
.0
0 -.
. _100%
•
2007-003•
07-0126502
,. ".,- ion .-. .. ,,,
Ruckus House LearningCenter Moss Plantation Ave. Ext.
..:._
8,250 -..
,. ..
Commercial ' '
, B,250
- 0
-
0'
- 0
0
...
0
0 .
0-
0'
0
0 -
0
0
0
_ 100%
00%
2005-062,
, 06-1220533.
-
International Business Park Phase 2.West -� .. •.. •-:. -' '. i .-.
- ; 16,000 - .
- Industrial • .. '
16,000 •
: 0
0
0 ;;
0-
0 -
0
'. 0:
0 -
. 0
0
0 .
0 r
0
- 100%
2007-005
07-0214505
The Mills Subdivision Phase 1, Pump Station & Force Main
27,120
Domestic '
9,360
17,760
0
17,760
0
17,760
0
17,760
0
17,760
360
17,400
0
17,400
80%
2006-023
07-0126503
Hampden Village Subdivision
63,360
Domestic
0
63360
21600
41,760
0
, 41,760
0
41,760
0
41,760
0
41,760
0'
41,760
- • 50%
- -,•
2006 074
.: .= , , ..
07.0227506
�. r. -- `•' ;.. ,,,.. ,.., . ;:_
Pebblebrook Circle.SW Sewer Extension _ _ ..
:-- 1 440 �"
_ Domestic
• '0
,. 0",
. "'1440
1440
.
0; ,....
,::0
0-.
... 0
0
p ;
:.p
0
0 ::.
100%
2006-068 -
06-1204529"
.
Roberta Meadows Subdivision ' -�' '. - - °
`= .. 11,880
Domestic '
' 0 '
- - 11880.
1.1880
_ 0
. 0
0
- ` 0 -
-- 0
0
0 -
0-
0
0
- 0 ' °
- .100%
•
'-2003-070
:,06.1212531
.. -_: ;,. -. .,.
Roberta Road Sewer Line B Extenson �_ � � ��
,..... 2880,,
... Domestic :«..
_ 0.
2880
: 0
..
2880'...
,,0.
...�.-2880 •
:°: 2880.•,.
: 0.,:
' ' �
,0 '.
0,
"'
.0,,
,.�0„ �
0
p '� �
'. ,.• 100%
2006-056
06-1212532
Concord Airport Business Park -Section 3 Phase 1
13,769
Commercial
0
13769
350D
10,269 :
0
: 10,269
0
10,269
0
10,269'
0
" 10,269
0'
10,269 '
60%
-
2006049
-
,:: - .070416511.
....OakRldge:Sanitary5
ewe r PurnpStation #29 Abandonment b Sewer Extension ,,:
ry
,:
0 - ,:'
-... ' , Domestic
,. °0'
, : =0 -
, 0 -
-, D -
.�:.0', '.
' :, 0
.0 :
, >:0
0 a'
r 0•. -'
0 ^-
�. 0 ,
''0
- 0
- ; .
•'2005-092 ''�:
07-0219507
-
PoplarTrailsSandFilterOutfall - .:' - -
6,840
Domestic -
0
•-•6840 ".
0'"
6,840
0
'6,840 '
0•
. -,'6;840 -
' 6,840.
- 0.''
0
- 0
0
'' 0 -
- 100%
�1 -
...200Z019
07-0517512
•
-...-, ,•..
St. Charles _. ... ...
, 0 :
: Domestic,
, - -D .:,.
- -0"
. -0
0
.•, ,,
:;.:
0 ..
,: - „
...
-.,,. 0 .�.
,.. :�,�
�'' ". P,
0
".0_<
.-..0°
'.'..
0 -`
.0.^•
,., '.
..•.0:� �
.. '0
. -- 0 � '
`_.Do
°'' ,.. ."_10 /
2003-038
06-1104525 '
HearthwoodSubdivisionModification , - '` -:
.- 4,800
- Domestic -
. 0
4800 •
4800
•
't. 0' •
0.
0... -
0 ` -
' '1
0
' 0
' 0-;
-' "0
0
- 0
100%
-
2005.066
' _
070614516
e -& av t :Sewer, PumpStation & Force Main
Pleasant Oaks Sub. Fh.1,'.Wat rMan Gr i y
;: 23 160
Domestic :
"r0 ' '
• ':.°23160::.
>, '• 0 •
'.
-, 23 160"
,
_ ? . '0
23 180 .
0:. -',
': 23180
• ,.: 0
...•
`'23 180
, ,,
. 0
` 23,180 ,
,
. 23 180
".. ,..,,;
0
, , :.-
: 100%
2006-059.
' • 06-1026524
Oxford Commons Town Homes Phase 1' " - - ,
.. 28,800
` Domestic
"0
' .- 28800
'28800
-0 -
, 0
" '0 '
0
-. 0
0 "
'0
' 0.:, -'
0 -
0
'0 --
- ' 100%
2006-046
07-0215506
Hallstead Subdivison Phase 2
96,840
Domestic
0
96840
0
96,840
0
96,840
0
96,840
0 -
96,840
0
96,840
0
96,840
0%
2007-043
07-0607515
The Mills Subdivision Phase 2
82,440
Domestic
0
82440
0
82,440
0
82,440
16,920
65,520
0
65,520
0
65,520
0
65,520
30%
2006-017
07-0330510
Cedarvale Farm Sub. Ph. 1 Water Main, Sewer Main & Pump Station
54,360
Domestic
0
54360
0
54,360
0
54,360
21,240
33,120
- 0
33,120
0
33,120
12,240
20,880
80%
2006-029 -
' ' 07-0625518
Oxford Commons Commercia! Site Modifications 2 -. .'- ` "
� - 0^ .
- _Commercial
0
0
- • .- 0
0 ".
0 '
,. 0.;
0
0
0
-0
D'
0
0
.- 0
.. . 100%
2007-024
07-0630519
Fullerton Place Subdivision Phase 2 & 3
53,850
Domestic
0
53850
20730
33,120
0
33,120
, 0
33,120
0
33,120
1,920
31,200
0
31,200
90%
2006-069
07-0620517
BedfordFarmsSubdivision Phase l`,-.'-
23,900'
Domestic
0
23900
23900
0-=: •
-"0
0
0
°0
''0,'.
0"
'D,-.
"•
-2006=061 ,-
_
07.06D6514.,.
,. . e ` i ' _ - .. '..- ..-
BurrageRoadSewerAenalRealignmentPh.1 ..:+.-.
0-'..•
_::_..
-,; Domestic --
�, 0 -
_00>
.. 0:-
0 ..-
:',,;:'
'0
= 0
.0
_ 0 .-
0
.. 0 ,
- D• ,.
-0
.. 0
,.
.. - . .`.100%
-2007-060
07-0830525
Glengrove Sub. Phase 5-12
43,560
Domestic
0
43560
0
43,560
27,000
16,560
• 3,960
12,600
10,060
2,520
0
2,520
0
2,520 .'
100%
2007-055-
' 07-0815524.
Concord Pavilion at: George Liles Blvd. . -_,: -.. °. :: '; .-
5,362,i. '
. - Commercial , - ,:
' 0
'"'5362
5362.
0 --
:'- 0
0 :'
.0
0`.
0
- 0
'0
- :100%
2006-031 •
07-0108501.
•-
Concord Interceptor Tie -Over Tower Circle, NW. Sewer Connection•Phase.3 & 4A
0 .,
- . Industrial -,.,.
, 0
' -- 0
0^
, ' 0
0
0
D :
:0
- 0, -
- 0
° 0
D
":0
0
'. ,. 100%
2007-006 ",
07-0810526
Sapphire"Hills Subdivision - - - - ' -: '. ' - . _' .
, 21,600
- .. "Domestic -
0
21600
0
-.21,600 •. "
- 8,640 -
12,960 .
'" 7,560
5,400
- 5,040 --
360
" 0 -.
--' 360
0
360 - -
100%.Lot 24'not to be constructed-
, ,.. .,
•2007-057
;. ,..
07-1029531.
•,, ;. , ,. "r',•
i •- :- . ..
Graham DnveSWSewer RelocahonPhase l ..�r.. <:• -
.,
��....'0
_..; _};..,,.
..'.Commercial �
0
.0-
'0,
'0 .-�
..
";
,:y,
°- '.
_
0 ..
0.'
D.
�"0 :,
0-•-
0 o..:.;
'1D0/o
2007-069
- 07-1005528 .
The Mills at Rocky -River Sub°,Ph. 3 Pump Station & Force Main.
. 37,800
- Domestic
0
3780D. ,
0.
° • 37,800
0
37,800
0
37,800
0
37,800 `
0 -"
_" 37,800
37,800.
• 0 ,
100%
2D05-065 ..
''06-0621530
Copperfield Phase 2 .'-'-"
Pp
-. 14786
-
''''Commercial .`
"0- - .
''14786
:0
.14766w•0%
' 14786-
0
14786
.:'-'0'
14786'
0
=14786 ,•`
"'.0•'
%14786i°`Notto'beConstructed
•"s
2007-009
07-0208504
The Villas at Winecoff Subdivision
34,560
Domestic
0
" 34560
0
34,560
0
34,560
4,680
29,880
0
29,880
0
29,880
0
29,880
50%
-
:-,2005D67
-
07.0910527-
ceSub. P ,,: -.. :. , • ,. -..
HackberryPla h A • .
. •„- 6480- .'
Domestic
-,0:
'-°6480
'! 6480":
0r
%'-' 6480',
'. 0 - ,'''•'
-648o,
`` ".5,040
':' 1'440, :..
-1 440".
•
0
•'`"0 ..
�'�
0
' � � � '° „'100%
2.2004-108
- 07-0604513
-
The.Pointe at St. Andrews '- . `• ' '
14,760
-. - Domestic • -
0
-. 14760 -
0
14,760: °-
0
• 14,760
"',0 -'
14,760. •
. 0 :
-14,760
' 14,760'
0 .
0
0 -
_ . : '100%
2007-049
07-1114533
Pleasant Oaks Sub. Phase 2 & 3•
50,400
Domestic
0
50400
0
50,400
0
' 50,400
0
50,400
0
50,400
0
50,400
0
50,400
100%
2007-070
07-1008529
•
Crescent Apartments Ph. 1,- Public Sewer Ext -- -. -• - .. ::-
--` 0-'
r Domestic "�,'' ,
0
, : 0
-0
" 0 ,
0•.
0 "1' '
, 0 . -
.0
. 0.
0
0
-' 0
"-'0
0 •
- - 100%
2007-056
07-1203534
Pendleton Subdivision Phase 1
28,050
Domestic
0
28050
0
28,050
0
28,050
0
28,050
0
28,050
0
28,050
0
28,050
50%
2006-047
0671003521
Convention Center Plaza Modification
' 12,656 r
Commercial `
12;650
- . 0
`0
0
: 0
0 `'
", " 0
- 0'
0
0
0
0
_ 0
0
• 100%
Total
841,557
46,260
795,297 166,652
628,645 42,840
585,805
57,240
528,565
27,000 : , 501,565
18,480 ,
483,085
73,220
409,865
Reported Information based on the 2007 NCDENR DWG Quarterly Reports and 2007. 2008, 2009, 201 D, 2011, 2012 8 2013 Certifications

City of Concord Annual Flow Tracking (FSTE 10/07)
2008 Permits
Receiving WWTP:
Rocky River WWTP
Permit Number:
•
NC0036269
2008
2008
2009
2009
2010
2010
2011
2011
2012
2012
2013
2013
...
City of Concord Project No.
City of Concord Perml4No.
-' :
- .Project Name
-.
. (GPD)
Obligated Flow
Wastewater Type
TtlbutarYFtow
(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
:(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD) ,-
.Non -Tributary
Flow (GPD)
'Tributary.Flow
(GPD)
NonTributary
Flow (GPD) -
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
TributaryFiow'
(GPI))
Non-Tdbufa
Flow (GPD)
Consttuctlob Status.
-
2007-073 .
..,
-.
.;,
. ,:. ,
2
07-111153_
:,,- ,..
,
, - :. .. ..: :" ',:,. .. "
Great; Wolf Lodge of the Carolinas
0 -
Commercial,
"`0',
()',
0
0: ^
0
0",
0
C I
p '_
0
0
..
0
, /
100 /o
2007-078 '
,
074214'537
Thunder Road/W'al-Mart at Concord Mills Blvd: - _ _
.28,288
Commercial • •
28,288
0
0
0
0
0
0
0
- 0
0
0
0
:100 %
2007-020
- 07-1214536
CAT -Dollard Sewer Outfall
0
Industrial ,
Industr
0
0
0 ,
0
0
0
0
0
0'
0 '
0
0, .
0 ,,.
.100%
2002-036
.
08-0208502
Kasen Bluff Subdivision
3,960,
Domestic
0
3,960
0
3,960
0
3,960
0
-
3,960
0
3,960
0
3,960
50%
2007-058 .
07=1220539
..,
Florence St. NW -Sewer Relocation
0
Industrial .,
0
0
; 0 :
0
0 1
0 ,
0
0
0
0
100%
2005 029
05-1208542
Indian Run Creek Sewer Trunk Relocation
0
Domestic/Comm,
0
0
0
0'.
0
0
0"
0
0
0
0
0
100%
2008-001
�
•
08-0213503
Cox Mill High School Public Sewer Main Extension
22;500
Commercial;
Or
22;500,° •'
'0
�°' 22;500 �-
22;500
''' 0";' ,''
- 0
0 °'""
'. 0 ;':
0
''0-
0
4;•100%
2003r061:,.-,,•:
08-0312506
-
'"Convention:
Center Plaza Modification -:
0 '
Commercial
'0
0
0
0
0
- 0-.
0
0
0
0
"0
0
-100%
2006-004
;-
.
08-0303504
Irish Buffalo Creek toncord Ti -Over Terminal Court Phase 6
.0
' Domestic/Commercial •
0
0
0 ;
0
0
0
0
0
0
0
0
0 .'-
100%
2008-016
,.
,:
:-
, . ,.
,,
'0.8-0415510,
,. �.
�"
n aicil at harlotte o or':S eedwa a.,;, ,.' .,..; ;.
SMIsNHRADcagRaci gF. rty C M t._.P Y.
, -.
.14q,000 r
. .
Commercial =-
-'.143`000
,, i.,'
0
0
'.
l)-, .;':
"0.` ^„
`," 0
.. 0-,.'',
'0'.:' '..
- 0 '...
0'
`'0 ,.
, 0'7'
o:
,`ion:.
-
2007 053
. ,
. , ,
,
•- ...
"
"..
..
.
-
07 0726�23
' : '
-
The Basin- ROC2100.SW/REEI0100N'OffsiteSever Section:2-GraviI Sewer '�c
_ ( y ) ,
0.- -
Domestic/Commercial
.
0
-
'' 0 ,`
': 0.
:0
.
.0-"
'0"
''
'0
0
' 0
0
- '�0:< -
100/
2006-OD4,
'
-08-0501514'
--
Irish Buffalo Creek. Concord Tie -Over Torver Circle Phase 70
0
Commercial/Domestic
0'
0-
0'
0
0
0
0
0
0
0
0
0.
100%
2008-006
08-0410509
Edison Square Commercial (Public) '
78,875
Commercial/Domestic
19,825
59,050
- 0
- 59,050
0
59,050
0
59,050
0
59,050
0
59,050
90%
2008 009
08-0317207
Bnrrn a Road Sewer Aerial Reali nment P, 2 &.3
g g h
0 '
Domestic/Commercial
0:,
0'
0
0
0 ,
0
0".
.: 0
,0
:-.
0
0
0'
100%
2008-013
08-0501513
g 1_
Weddin ton Road Commons :, ",` -
23,378-
Commercial-
0-
23,378
23,378
0
0
0
0
-0
0
0
0
0.
,
100'/0
08-0407511
Concord Re tonal Air ort South Develo meat Ph. li r ,
-3 520
= Commercial - . '
, 0'
3,520
- 0
- . 3,520 " -
3;520 '- '
0 t
0;
" (1.
0
0
0
., 0 ":
;
• 100%
-
. .. �.
::.
,
_
08 0420512
' :'
,: rn r- u arcel ,. ..
Chrrstenbnr Confers. NorfheastCo e O t . _.. ;:
. , . . ,
..30S37
i -:,
Commercial ,
-, , 0,
-.
30;537
- . . •
30,537
'- 0 ; .,
0 _
0
0.
,'0
0 '
0
0
0 r '
1�00%
2006-047
-
08-0611518
,
Convention•Center-P1.'tza: Modification 2 , '
6,975
Commercial "
- 6,975
- 0
0
0
0
0
0 .
0 '.
0 `'
0
0 .
0•
100%
-
2004 077
-
,
-
08 0606517
.-..
indin Walk Su Phase2Dloditiealion2 ,':- ,, :' '' < - ,.
Winding b
2880.
Domestic -
2880
'0
0. ,,..
-0_.
,'0
- 0`
0•
0
0,..,,
0
0
0�
100/
-'
....
' -,.
-
08-0527516
-- .
Brook Ave. .&Chacter:CtOutran :Replacement ��...- `;-': ;. :,. =s.:. :.
-. 0
Domestic ,
.,., 0,
0 �•
. 0
, 0: : ..
a0
,.:� •0 '.
. 0 �
,.:�0
,, 0-
0 .
.:�0
0 ^„
.,--100%
2008-008
08-0404508
Laurel Park Subdivision Phase 6A
9,600
Domestic
0
9,600
0
- 9,600
0
9,600
0
9,600
0
9,600
0
9,600
0%
2005-067
07-0910527
.
Hackberry Place Subdivision Modification Phase A and -Phase B
11,160
Domestic .
0
11',160
0 :
11,160
0 .. r.
'11,160` -
11,160 `,
"
0
0 ,
0
0
0 .:`
' 100%
2007057
._
;,-,
.
071029531.s',,
ham: Drive,SWSewer Relocation Phase:. and. Phase 2 '" i-' :+'•':-
Graham S
0
,,, Domestic „'
0.@!
0;
0
`'.
0' -4,.
0
.; 0
0
0.
0 .'
0
0
0.'
-o
100%
2008-034
,''.
_-
08-0819523
-;
Coddle Creek Market Lots 1 & 8 Water and Wastewater Extension.
7,400
Commercial
0
7,400
0
7,400
7,400. ^`
0
0:
0
0
0
0
0
:100%
2008-037
08-0808522
King's Way Baptist Church Sewer Extension
2,300
Commercial
0
2,300
0
. 2,300
0
2,300
0
2,300
0
2,300
0
2,300
100%
2007-053
- '..
;::: -,-.
',07-0726523
' •,
The Basin'ROC 2100SW/REE-0100:N,Offsite:SewerSectionl-Pump Station&AccessRoad)-_
0
Domestic
- 0
- 0
0
0
'0
- 0 -
0''
0
- 0...
0 -.
O.
',0
-20%
2008-015
08-0407511.
:.
ConcordRegionel.Airport Modification (South Development Phase B & 2)
o ,
.Commercial
0
0
0
0"
,0
.0
0`
0
0
0
0 .
0.
.90%
2006-031
< -
-..
-
.. ,:,
,...
-Kiser
08-1014�27
, :
, .
Woods Phase.1-Modification formerly.KiserGlen Subdivision Phase 1) :'.
oo s ( Y - )
0..- ' "
_
- ':%Domestic '
0:. ,
.. 0
0
-
. 0 .
,
"0 r .
_
- 0 '
- 0 =
- U
- D -.
,
:,0-
. -0
0. - <
<
100%
2008-026
:
08-0711520
'
Wellspring Village
7,250
Commercial
0
7,250
0
7,250
0
7,250
0
7,250
0
'7,250
0
7,250
-
100%
2005-038
, -;
..
..
,.,--.
OS 1122541
ChrrstenbtvyVdlagc C (Tower Crossings) Modificahon .. - ,
- " -
Domestic
0
1,440
0
_ 1,440
_'
1;440 ''
0 "- '
' 0 �
,
;"0
0
0
"0 '
u
100%
2008-051
�
.,-:
5.
O8 L115�0
' . -
MngnolmSewcrRepincement . ,-' ,. '�.
;; ,0,`, _::
- Domestic -
_, o
0 ,
< 0,
0
0
0.
0
0',
0
0
0
0
0
°
700/0
Total'
383,063
200,968
182,095
53,915
128,180
34,860
93,320 11,160
82,160 -
82,160 0 82,160
Reported information based on the 2008 NCDENR DWQ Quarterly Reports end 2008, 2009, 2910, 2011, 2012, & 2013 Certifications

City of Concord Annual Flow Tracking (FSTE 10/07)
2008 Permits
Receiving WWTP:
Muddy Creek WWTP
Permit Number:
NC0081621
2008
2008
2009
2009
2010
2010
2011 2011 2012 2012 2013 2013
City, of Concord Project
' No.
City of Concord' Permit No.:
y -
- Project Name
Obligated Flow (GPD)
Wastewater Type
yP
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary
`flow (GPD)
Tributary Flow
(GPD)
, Non -Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Construction Status
2007-068
07-1204535
Saddlebrook Subdivision Phase 1
60,840
Domestic
0
60,840
0
- 60,840
0
60,840
18,360
42,480
13,320
29,160
7,920
21,240
90%
04,'0'
,HI,
I
05- 02d5
I .
Tncl�er Chase Buck, ision,5fod cauoa 2
.. ......
1939
,
Deme*c/Cemmuroal
,.. .
1,930
,.. •
0
I
,,I�I I al:
i.
100%',
Total
62,770
1,930 "" 60,840
60,840
60,840 l 18,360
42,480
13,320
29,160
7,920
21,240'
Reported information based on the 2008 NCDENR DWQ Quarterly Reports and 2008, 2009, 2010, 2011, 2012 & 2013 Certifications

City of Concord Project No.
City of Concord Annual Flow Tracking (FSTE 10/07)
2009 Permits
Receiving WWTP:
Rocky RiverWWTP
Permit Number:
NC0036269,
City of Concord Permit No.
Project Name
Obligated Flow (GPD)
Wastewater Type
2009
TributaryFlow
(GPD)
2009
Non Tributary
Flow(GPD)
2010
Tributary Flow
(GPD)
2010
Non -Tributary
Flow (GPD)
2011
Tributary Flow
(GPD)
2011
Non -Tributary
Flow (GPD) -
2012
Tributary Flow
(GPD)
2012_
Non -Tributary
Flow (GPD)
2013
Tributary Flow
(GPD)
2013
Non -Tributary
Flow (GPD)
Construction Status
2007-028
2009-003
08-0731521
09-0122501
Poplar Tent Rd. 24-Inch Water Line & 8-Inch Sewer Main Relocation
Irish'Buffalo/Downtown Outfall Replacement
Irish Buffalo Creek -Zion Church 24-inch Sewer Outfall: Upsize Phase 1 & Laurel.
Manufactured Housing Conrnunity24-inch Gravity.Sewer
Jacobs Landing Town Homes
0
55,680
Domestic
Dom/Ind/Commercial
Dom/Ind/Commercial
Domestic
0
.0
0
55,680
0
0
0
55,680
0
0
0
0
0
55,680 -
0
0
0
55,680
0
11,880
0
43,800
100%
100%
2009-028
09-0401504. (Permit rescinded)
09-0521508
Hackberry, Place :Subdivision;Phase B Modification
Wilson Street NE Sanitary Sewer Replacement
Franklin Avenue Sewer Replacement
Jacobs Landing Commercial Outpircels Water andWastewater Extension'''
Utility Precast of Concord Ivey Cline Sewer Modification (aka Concord Regional Airport
South Development Phase 1B & 2)
-0
85,000."
. 0
Domestic
Domestic (100%)
• Commercial(4%)
Domestic(96%)
Industrial (10%)
Commercial (70%)
Domestic (20%)
0 '.
0
0
0
0
0.
0
0'
0
0
0
0
0
0
100%
2009-020
2009-019
2005-038:-.:
09-0626509
05=11'22541
Morrison Road Pump Station and Force Main Elimination
Hendrick -Concord Collision Center at Ruben Linker Rd,
CC Griffin Middle School (Formerly: Rocky River Middle School) aka Lower Rocky River
Elementary School
Crosspointe Baptist Church Private Water Line & Public Sewer'
Concord Regional Airport Modification -2 (South Development Phase 1B:& 2) ,
Christenbury Village C (Tower Crossings) Modification 2 Phase 1 & 3 (2005-038)
Christenbury. Village C Phase 2 & 4 (2009-045)
4,970
12,000
2,100
3,520'
0
Commercial (100%) •
Commercial (100%)
• Commercial (100%),
Commercial (100%) ` ,.
Domestic 100%-
0
0
0
0
12,000
2,100
3,520
0
0
. 12,000
2,100
0
0
0
'2,100
12,000
0
..0
3,520,
0
4,970 ,
0
0
0
0.
12,000
0
0 .,.
0
0
0
0
0
0
,0
12,000
. 0
. "0 .
0 •
100%
100%
100%
- 100%
100%
Total
163,270
0
163,270
3,520
159,750
2,100
157,650
4,970
152,680
96,880
55,800
Reported information based on the 2009 NCDENR DWQ Quarterly Reports and 2009, 2010, 2011, 2012, 8 2013 Certifications

I

City of Concord Annual Flow Tracking (FSTE 10/07)
2010 Permits
Receiving WWTP:
Rocky River WWTP
Permit Number:
NC0036269
City of Concord Project No.
:2001--005
2010-012
2010-053
2009-003
City of Concord, Permit
No. -
Project Name
06-0602513 Corban:Street/Ice Plant Sewer Realignment Phase 1 & 2
09-0908513..
• 09-1130514
10-0302503
10-0609506
08-0317507
09-0122501
Cannon Crossroads 8-Inch Sewer Line Extension
Wexford Pointe Apts. Public &;Private Water8, Sewer
Walnut Avenue 15=Inch Sanitary Sewer Line Replacemen
Brook Avenue & Charter CourfOutfall;ReplacementPhase 2
East Congregation of Jehovah's Witnesses
Rocky River Community Church Public & Private Water & Public Wastewater
Branch Drive 8 Inch Public Sewer
Poplar Woods Phase 1 Pump Station & Force Main Abandonment
Pokeberry Trail Sewer Extension'
Burrage Road Sewer Aerial Realignment • Phase 2 & 3
Jacobs Landing Town Homes Modification 1
Irish Buffalo Creek Concord (IBCC) Tie Over , Tower Circle NW -Phase 8
Total
Obligated Flow (GPD
0
795
1.750
0'.,,
10,920
Wastewater Type
Domestic/Commercial'
Commercial
..Domestic/Commercial
Domestic
Domestic/Commercial.
2010
Tributary' Flow
(GPD)
0
0
0
0..
0
0
0
2010:
2011
2011
Non -Tributary
Flow (GPD)
795
t750
10,080
?;4,680
0
10,920
59,630
Tributary Flow
(GPD)
0
0.
0
1,750
4,680
0
0
36,215
Non -Tributary
Flow (GPD)
0
'.r ;11,700
0,
0'
795
0
10,920
23,415
2012
Tributary Flow
(GPD)
0
0.
0
11,700
2012
Non -Tributary
Flow (GPD)
0
0
795
0
10,920
11,715
2013
,Tributary Flow
(GPD)
0.
0
0
0
0
0
2013
Non -Tributary
Flow (GPD)
0
795
0
0
10,920
11,715
Reported information based on the 2010 NCDENR DWQ Quarte ly Reports and the 2010, 2011, 2012 & 2013Certifications
Construction Status
100%
1.00%
80%

City of Concord Annual Flow Tracking (FSTE 10/07)
2011 Permits
Receiving WWTP:
Rocky River WWTP,
�-
x.
m.: • ' , _.
Permit Number:
NC0036269
2011
2011
2012
2012
2013
2013
City of Concord Project No. •
City of Concord Permit No.
Project Name
Obligated Flow (GPD)
Wastewater Type
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)
Tributary, Flow -
(GPD) •
Non -Tributary
Flow (GPD)
TributaryFlow
(GPD)
Non -Tributary,
Flow (GPD)
Construction status
• 2006-052,
10-0608505
.
Larkhaven Outfall 8 Sewer Replacement ,
,0
Domestic/Commercial
0
0 "
0
, 0
0
_'
0
`
100%
2006-052
10-0608505 MOD
Larkhaven Outfall 8" Sewer Outfall Phse•1 & 2 Replacement
0
Domestic/Commercial.
0 , .
0 .
0
0
"
0'
0
100%
2010-056
10-0720507
Concord Shops 8" Wastewater Extension (Weddington Rd & Pitts School Intersection)
642
Commercial
0
642
0
.642
0
642
100%
2010 073.
.,
,10.-1105515. ..:,:
,.
r r e n,
Short Street wer,Re laceme t. , , .
• 0
°. Domestic/Commercial .>
. 0
0.
0•
`. 0
0
0
2009-067:
= .
11-021.6501
Gien• Laurel to Zion Church Rd Sewer Upsizing
0 ."
Domestic
0
0 .
A
"b
0
-
0
100%
„2009.,068
'
11.-021.8502 .. ,
�
j
Cascade Sewer Aerial Elimination;:. ,_ :. ,. , �. ' •
- 0
Domestic/Commercial
- 0
0 ' .
..:
0
°„0
�"
:..
0
0 '
.
100%
2005-033
-
05-1214544 _ , .
Christenbu -Villa a B Meadow Wood
1 800
•
Domestic . , .
. '1 800
0
0
: 0
0
0
WO%
2011-051
11-0817507
City Place (CVAN) & Sewer Line Relocation at Spring St SW
0
Domestic/Commercial
0
0
0
0
0
0
100%
2011=033
11-0523503' :'
Poplar Tent NE. (off George W. Liles)Pub Water & Sewer (Solace Spa) ..
3;375:;.
Commercial
0 _
'- 3,375
3,375
.0.
0
0.
100%
Total
5,817
1,800
4,017
3,375
642
642
Reported information based on the 2011 NCDENR DWQ Quarterly Reports and 2011, 2012 & 2013 Certifications

City of Concord Annual Flow Tracking (FSTE 10/07)
2011 Permits
Receiving WWTP:
Muddy Creek WWTP
Permit Number:
2011
2011
2012
2012
2013
2013
City of Concord Project
No
City of Concord Permit No. -„
. �
w
, . Project Name
�
�
Obligated Flow (GP1))
Wastewater Type
TributaryFlow
(GPD)"
N -T
Non -Tributary
Flow (GPD)
Tributary Flow
(GPD)
r-_
No Tributary
Flow(GPD)
Tributary Flow
(GPD)
Non -Tributary
Flow (GPD)�
Construction
Status
0_.0 8 _07
12©45.35
�.� .. �: �.:,
�Saddlebrook
.�+`� .....: _�
u,bdlvtsEv,n
.. ,:.
eriewe
..�
e
_,
_
.... _. ... .. e^u.>..... ...,.,....i�.
.... - .. � .,
1a©me�l
,a
..�.:.
.u..�,..,
,. x ,.
.
.._...o
, .
....,... ..�
_ 4
.. o....... ...,, .,..._9i..ao-
g . �- _
�.•.
B
tee..;•
�_�... �._(} ti
F�...n,:� $.
1
_
. .. � . ... �w
, �_. ,.� _
.� _100%
Total
Reported information based on the 2011 NCDENR DWQ Quarterly Reports and 2011, 2012 & 2013 Certifications

City of Concord Project No.
City of Concord Annual Flow Tracking (FSTE 10/07)
2012 Permits
Receiving WWTP:
Rocky River WWTP
Permit Number:
NC0036269
City of Concord Permit No.
Project Name
'BeII .& Corban 12-Inch Sanitary Sewer Replacement;:
Obligated Flow (GPD)
Wastewater Type
:Commercial 100%.. >
2012
Tributary Flow
(GPD)
2012
Non -Tributary
Flow (GPD)
2013
Tributary Flow
(GPD)
,0
2013
Non -Tributary
Flow (GPD)
Construction Status
100%0
2010-008
11-0726505
NCDOT 1-3803B I-85 Design Build Project — Public 8-inch Sewer Realignment (Poplar
Point Commercial & Poplar Point at Odell School Rd) Phase 2
0
Commercial 100%
0
0
0
0
•100%
2010-008
11-0726506
NCDOT I-3803B 1-85 Design Build Project — Public 8-inch Sewer Realignment Poplar
Tent Intersection with Goodman Rd. and Ivey Cline Phase 2
0
Commercial 100%
0
0
0
100%
2010-008
11-0726506
NCDOT I-3803B 1-85 Design Build Project - Public 8-inch Sewer Extension (Davidson
Hwy. at International Drive)
0
Commercial 70%
Industrial 30%
0
0
0
0
100%
1-1116508
'Bexley,Village=at Concord .Mills, .Phase 2'
Georgia St. to-Young"`Ave. Sanitary SewerReplacenient
Concord 100 @ Chr,istenbury`Corners'SE°
,Palaside Dr: NE,Sewer Replacement
:100 % Commercial ..:.
'90%o'Domestic,' 10%'
Commercial:
25,281
2012-019
2009-050
12-0711507
12-1005512
Waterstone at Weddington Public & Private Water & Public Sewer
:Odell Drive SewerOutfall,Replaceirent
Cabarrus Ave. Railroad Bridge #266
90,755
0
100% Domestic
72% Commercial, 28%:
Domestic - "
Domestic 27.48%
Commercial 41.49%
Industrial 31.03%
0
0
90,755
0
0
0
90,755
0
50%
100%
2012-044
2005-091
12-0727509
12-1006513
Oiles America Plant Expansion Public & Private Water and Public Sewer
Franklin Ave NE Sewer Main Relocation
11,050
0
Industrial 100%
Domestic 80%
Commercial 20%
0
0
11,050
0
0
0
11,050
0
100%
100%
outlier,n Chase.Outfall Sewer Upsizi`n
Total
214,256
:'Domestic 78:78%
Commercial 5.2%
Industrial '16 02%.='
0
214,256
112,451.
101,805
Reported information based on the 2012 NCDENR DWQ Quarterly Reports and 2012& 2013 Certifications

Citof Cotncord ProjecN y o.'
2013-016
011-078'
2013-023
2011-079
2005-038 MOD 3
3-0424504
13-0502505
13-0530506
13-0531507
05-1122541 Mod 3
NC0036269'
C.NE'Re
Carolina Intcl,700
Wilkinson C 0
Cannon Sc14,375
30%
0%
West Cabal.' 0
Quik Trip #1 0
Christenbut1,040
• 80%
100%
80%.
2012-057
13-0918513
Concord Bu 0
Reported information based on the 2013 NCDENR DWQ Quarterly Reports and 2013 Certifications
:0%

City of Concord Annual Flow Tracking (FSTE 10/07)
2013 Permits
ReceivingWWTP:
Rocky River WWTP
Permit Number:
C00362 9
N� 6
2012
2012
City of Concord Project No.
2012-070
2013-016
2013-023
2011-079
2013-024
2013-033
2013-034
2005-038 MOD 3.
2012-057
2009-064
City of Concord Permit No.
12-1130516
13-0412503
13-0502505
13-0530506
13-0531507
13-0708508
13-0716509
05-1122541 Mod 3
07-0330510:Mod 1
13-0918513
05-0928535 Modification 2'
13-1105516
08-0404508 Modification 1
Project Name
Epworth UMC'outfall
Cabarrus Charter Academy at Poplar Crossing 8-Inch Public Sewer
Sycamore Rd.Ninehave'Dr. Sewer Extension
Concord Auto Plaza/HMS Auto Mall (aka Hendrick) Public & Private Water, Public Sewer.
CMC NE.Rehabilitation Hospital -Public Sewer
Carolina International Charter School
Wilkinson Crt/Rosehaven Ct 6" Sewer Line Replacement
Cannon School Performing Arts Center 8-Inch Public Sewer
West Cabarrus Church Site Improvements Public Water& Sewer
Quik Trip #1012 6-Inch Public Sewer at George Liles Blvd.
Christenbury Village Phase 1 & 3 8-Inch Modification 3 (aka Ph 3B)
Cedarvalefarm Substation Sewer °Main 'and Pump Station
Concord Business Park Outfall Upsizing Public 12-Inch Sewer
Cannon Crossing,Subdivision Modification 2 aka'Southside at Cannon Crossin 8' Pub
.,.,g lie Sewer..,'
George W. Liles Phase 2 Sewer Main Relocation (Wolf Meadow Outfall)
Laurel Park Subdivision"Phase 6A Modification 1
Total
Obligated. Flow (GPD)
15,627
12,065
14,700
0
19,375
0
0
14;040
0
0
90,807'
Non -Tributary
Flow (GPD)
15,627
12,065
14,700
0
19,375
0
0
14,040
Wastewater Type
Commercial 100%
• Commercial 100%
Commercial-100% ,.
Commercial 100%.
-Commercial" 160%
Commercial 100%
Domestic 100%
Commercial 100%
Commercial 100%
Commercial 100%
Commercial 100%
Domestic 78.78%
Commercial 5.2%
Industrial 16.02%
'Domestic 100%
Domestic 100%
Tributary Flow
(GPD)
0
0
0
0
0
0
0
0
0
Reported information based on the 2013 NCDENR DWQ Quarterly Reports and 2013 Certifications
Construction Status
100%
70%
30%
0%
0%
80%
• 100%
80%
0%
0%
0%

NORTH CAROLINA
High Performance Living
1 t;lE10aQ©l1 i lI O P1A 111
850 Warren C. Coleman Blvd., P.O. Box 308, Concord, NC 28026 - www.ci.concord.nc.us
October 4, 2013
NC Department of Environment and Natural Resources
Division of Water Quality
Pretreatment, Emergency Response, and Collection Systems Unit
Ms. Deborah Gore, PE, Unit Supervisor
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: July -September, 2013 — Quarterly Report
City of Concord Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Ms. Gore:
?ECE:VED
D V/SION OF WATER Qt 4Lr y
OCT 112013
. ilrpS_ Nj
MOORESVILLE REGIONAL OFFICE
Enclosed are the quarterly reports listing each Authorization to Construct permit issued by the
City of Concord in compliance with the North Carolina General Statutes Title 15A NCAC 2T and as
delegated by North Carolina Department of Environment and Natural Resources, Division of Water
Quality, Pretreatment, Emergency Response, and Collection Systems Unit. The Authorization to
Construct permits have been forward to your office on the issuance date. Enclosed are the following
documents: Quarterly Permit Report Form DQR 01-05, FSTE —10/07 Flow Form & NCDENR Request
Form (P4), and corresponding Flow Acceptance Letter from WSACC.
The City of Concord has reviewed and approved the engineering plans and will be the retail
service provider for the customer(s) served by the proposed wastewater collection system. The City of
Concord will observe the construction of the proposed system and will require the project to meet the
North Carolina General Statutes Title 15A NCAC 2T requirements and the Standard Specifications for
Wastewater Collection and Water Distribution for Cabarrus County.
If there are any questions regarding the information presented in this letter, please either contact
Sherri Moore, the Engineering Coordinator or me at [phone].
Sincerely,
City of Concord
�� ti�LcL
M. ue Hyde, PE
Director of Engineering
Enclosures:
Engineering
Phone [phone] a Fax [phone]

Cc: File
NCDENR Division of Water Quality
Surface Water Protection
Mr. Rob Krebs
610 East Center Ave.
Suite 301
Mooresville, NC 28115

North Carolina
Division of Water Quality
Pretreatment, Emergency Response Collection Systems Unit
Quarterly Permit Report
Form DQR 08/06
'Delegated Municipality:
City of Concord
July_September
2013
Receivingz WWTP::'
:Rocky River WWTP
perm'it.,#
'N C 0036269
_Permit#
Issue Date .
is
Permittee•
Project.
to
F w
e _ (G D)' ;ja
Wastewater Type;
13-0531507
7/15/2013
City of Concord
City of Concord for Cannon School, Inc.
19,375
100% Commercial
13-0716509
7/31/2013
City of Concord
City of Concord for QuikTrip #1012
Public 8-Inch Sewer
(George Liles Parkway)
0
100 % Commercial
13-0412503
8/5/2013
City of Concord
Citiy of Concord for Hendrick Automotive
Group
12,065
100. Commercial
05-1122541
Mod 3
8/7/2013
City of Concord
City of Concord for Christenbury Village
C Phase 1& 3 8-Inch Modification 3 (aka
Ph 3B)
14,040
100% Domestic
13-0708508
8/29/2013
City of Concord
City of Concord for West Cabarrus .
Church Site Improvement Public Sewer
.
_ 0 . .
100% Commercial
07-0330510
Mod 1
9/12/2013
City of Concord
City of Concord for
Cedarvale Farm Subdivision Sewer Main
& Pump Station
0
N/A Ownership.
Change Only
05-0928535
Mod 2
9/19/2013
City of Concord
. City of Concord for Southside at Cannon
- Crossing
0
N/A Ownership
Change Only
Submit to: DWQ-PERCS Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Copy your regional office. No copies of permits or plans are necessary.

NORTH CAROLINA
Higli Performance Living
2oOEIN12i■111■■u®■iii
850 Warren C. Coleman Blvd., P.O. Box 308, Concord, NC 28026 - www.ci.concord.nc.us
July 3, 2013 JUL 1 0 Z013
NC Department of Environment and Natural Resources
Division of Water Quality
Pretreatment, Emergency Response, and Collection Systems Unit
Ms. Deborah Gore, PE, Unit Supervisor
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: April -June, 2013 — Quarterly Report
City of Concord Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Ms. Gore:
Enclosed are the quarterly reports listing each Authorization to Construct permit issued by the
City of Concord in compliance with the North Carolina General Statutes Title 15A NCAC 2T and as
delegated by North Carolina Department of Environment and Natural Resources, Division of Water
Quality, Pretreatment, Emergency Response, and Collection Systems Unit. The Authorization to
Construct permits have been forward to your office on the issuance date. Enclosed are the following
documents: Quarterly Permit Report Form DQR 01-05, FSTE — 10/07 Flow Form & NCDENR Request
Form (P4), and corresponding Flow Acceptance Letter from WSACC.
The City of Concord has reviewed and approved the engineering plans and will be the retail
service provider for the customer(s) served by the proposed wastewater collection system. The City of
Concord will observe the construction of the proposed system and will require the project to meet the
North Carolina General Statutes Title 15A NCAC 2T requirements and the Standard Specifications for
Wastewater Collection and Water Distribution for Cabarrus County.
If there are any questions regarding the information presented in this letter, please either contact
Sherri Moore, the Engineering Coordinator or me at [phone].
Sincerely,
City of Concord
M. SuHyde, PE
Director of Engineering
Il
3
Engineering
Phone [phone] • Fax [phone]

Enclosures:
WSACC Request: Sycamore Rd.Ninehaven Dr. 8-Inch Public Sewer Extension (Waffle House)
CMC NE Rehabilitation Hospital Public Sewer
WSACC Notification: Wilkinson Court-Rosehaven Court Sewer Line Replacement
Cc: File
NCDENR Division of Water Quality
Surface Water Protection
Mr. Rob Krebs
610 East Center Ave.
Suite 301
Mooresville, NC 28115

North Carolina
Division of Water Quality
Pretreatment, Emergency Response Collection Systems Unit
Quarterly Permit Report
Form DQR 08/06
Delegated Municipality:
of Concord'
•
April_June 2013
Receiving WWTP:
Permit #
Rocky River'WWTP
NC0036269'>
Permit #
3-0409502
13-0424504
13-0530506
Issue Date
15-May-13
17-Jun-13
zf Concord -for City of Concord `.
City of Concord for Carolinas Healthcare System
City of Concord for City of Concord
Sycamore' Rd./Vinehaven .nch Public
Sewer Extension (WDr.affle8-iHouse)
CMC NE Rehabilitation Hospital Public Sewer
Wilkinson Court-Rosehaven Court Sewer Line
Replacement
Flow (GPD)
12,600
VVastewate
Type
100%'2C'ommercial ,
100% Commercial
100% Domestic
Submit to: DWQ-PERCS Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Copy your regional office. No copies of permits or plans are necessary.

NORTH CAROLINA
High Performance Living
850 Warren C. Coleman Blvd., P.O. Box 308, Concord, NC 28026 - www.ci.concord.nc.us
FLOW REPORTING AND NCDENR REQUEST FORM
(PROCEDURE 4 REQUEST FORM)
DIRECT TO: NCDENR Date: April 22, 2013
Division of Water Quality - Surface Water Protection
Mooresville Regional Office
Ms. Dee Browder
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
P) 704-663-1699 F) 704-663-6040
Applicant Information:
1. Applicant's name:
2. Applicant's address: 850 Warren C. Coleman Blvd; Post Office Box 308
City: Concord
City of Concord
3.
4. Telephone #[phone] Facsimile #[phone]
5. Owner's or official's signature (15A NCAC 2H .0206(b)):
State: North Carolina Zip: 28026-0308
inA- 5� �,-, dLe
M. Sue Hyde, P.E., Director of Engineering
II. Project Information:
1. Project Title: Sycamore Rd.Ninehaven Dr. 8-Inch Public Sewer Extension
(Waffle House) — Lots: 1 Project # 2013-009
2. City of Concord Permit #: 13-0409502
3. Brief description of the project: The Sycamore Rd.Ninehaven Dr. 8-lnch Public Sewer Extension
engineering plans and specifications, as prepared and sealed by Enrique A1betl0 Blat, NCPE, with the City
of Concord, for the wastewater collection system extension consisting of approximately 140 linear feet of
8-inch sanitary sewer with 1 manhole and other appurtenances to serve a restaurant located off of
Copperfield Blvd. on Vinehaven Drive, with a wastewater discharge of 1,680 GPD.
The Coldwater Subdivision wastewater collection system extension consisting of 5,548 linear feet of 8-
inch gravity sewer, with manholes and appurtenances, to serve 44 three -bedroom homes and three
commercial lots, with a wastewater discharge of 16,965 GPD, issued September 15, 1999, and combined
with the Sycamore Rd.Ninehaven Dr. 8-lnch Public Sewer Extension, will result in 5,688 linear feet of 8-
inch sanitary sewer with a total wastewater discharge of 18,645 GPD.
4. What is the quantity of flow that will be discharged? 1,680 GPD
5. Flow type: ❑ Domestic % ® Commercial 100 % ❑ Industrial 0 %
III. Wastewater Treatment Facility Information
1. Owner and name of wastewater treatment facility (WWTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility —#NC0036269
❑ Muddy Creek Wastewater Treatment Facility-#NC0081621
IV. Where will the new line be connected:
❑ Directly into a WSACC Interceptor ® Into the City of Concord's existing collection system
❑ Into a private line
1. Describe the location of the line to which the new line will connect: The proposed 8-inch sanitmy
sewer extension will tie-in to the City of Concord's existing 8-inch sanitary sewer system, which extends to
the 18inch
clay WSACC Coldwater Creek Interceptor
2. Which WSACC Interceptor will the flow be discharged into: 18-inch clay WSACC Coldwater. Creek
Interceptor
Enclosures: WSACC Flow Acceptance Letter
Engineering
Phone [phone] • Fax [phone])

Enclosures: WSACC Flow Acceptance Letter
Engineering
Phone [phone] Fax [phone])

"L00-oe9
WATER. & SEWERAUTHORITY
OF:CABARRUS .COUNTY
Wi Brian Hiatt
City Manager
City of Concord
P O. Box 308.
Concord, NC 28026-0308,
April 18,20I3
Subject: Flow Acceptance Request ;City of Concord
Sycamore Road/Vinehaven Drive 8-Inch Public Sewer'Ext
Dear Mr. Hiatt:
Waffle House)
Offce::232 Davidson 'Hwy.
Concord, NC•28027
- nipif to: P.O: Box`428
Concord, NC 28026-0428
Phone:'704.786.1783
Fax: "704.795.1564
This is an approval of flow acceptance that wasreceived by the Water and Sewer Authority of Cabarrus "County
;(WSACC) for the City of Concord on April 16, 2013 WSACC has or will have capacity at the Rocky River.
Regional Wastewater Treatment Plant and appropriate sewer interceptorsto transport and treat the domestic
. proposed project
wastewater from, the osedro entitled Sycamore Road/Vmehaven Drive 8 Inch :Public:Sevrer Extension
(Waffle ;House) located along Copperfield Boulevard at the' intersection with Vinehaven Drive. Thereferenced
project includes a new 42-seat,. restaurant with a projected wastewater' flow of 1,68.0. gpd.
The wastewater generated by this project will be conveyed through the City of Concord's proposed and existing
8-inch gravity system, and then enter•WSACC's" system at the existing 18-inch Coldwater. Creek Interceptor line
located .just east Of the Coldwater Subdivision: development. WSACC .agrees to ;accept wastewater from the
proposed Commercial development based on information provided by the City of-Concord(Civil ;Engineer for the
project) using North Carolina Department of Environment and Natural Resources (NCDENR). wastewater flow
guidelines: The projected flow is 1,680 gpd; however WSACC expects the actual wastewater flow to more
closely approximate 1,344 gpd based upon Master 'Plan engineering data.
The WSACC Capital improvement Program (CIP) has been on pay as you go since Fiscal Year 2005 2006 and
has funded Capital; Projects entirely from Capital Reserves, and expects tocontinue this policy into the future:
Projects on the CIP are subject to. approval by WSACC's :Board .of, Directors, support from local governing
bodies, regulatory approval, and funding availability: At this:'time: there -are: no scheduled upgrades to WSACC
facilities in the current six year C1P that are located downstream of this proposed project. It should be noted that
the list and 'schedule of CO projects are tentative and are revised periodically to reflect changing conditions and
needs,
.
if construction of this project is not'started within two (2) years of the date Of this approval, the approval is
rescinded and a second request and:approval will be required. Please notify: WSACC,: in writing, when
construction of this project is 'initiated.
If you have any questions, please:call me at [phone], extension 228.
Thomas A Bach, P.E:
Utility Systems Engineer
•
Sherri MooreSConcord
Rick Blat, P.E:/Concord
Coleman Keeter/WSACC
Chad VonCannon,,PEJWSACC:
Mark Lomax/WSACC

co
A Tlc'�c
II
•
State of North Carolina
Department of Environment and Natural Resources
r Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE-10/07),
(WSACC USE ONLY) Sycamore Roaa/Vinehaven Drive 8-Inch Public SS
Extension Project
Section' I. Name of wastewater treatment facility (WWTF) receiving wastewater:
►1 Rocky River Wastewater Treatment Facility - Permit No: NC0036269
Muddy Creek Wastewater Treatment Facility - Permit No: NC0081621
WWTP facility's permitted flow, MGD 26.500
Estimated obligated flow not yet tributary to the WWTP MGD 0.675
WWTP facility's actual avg. daily flow, MGD 14.570 (54.98% of permit)
Total flow for this specific request, MGD 0.002
Total actual and obligated flows to the facility, MGD 15.247
Percent of permitted flow used 57.54%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP;`
(For each existing pump station to be impacted by this proposed sewer extension project, list each pump
station name, approximate' pump station firm (design) capacity and approximate current average flow
(previous 12 months) for each pump station. Include the proposed flow for this project and other flows that
have been approved for the pump station but are not yet tributary.)
Pump Station Name:
Approx. Capacity, MGD
(Firm/Design)
Approx, Current Avg.
Daily Flow, MGD
RRRW WTP Main PS
55.440
9.450
Section III. WSACC Certification Statement:
1, Thomas A. Bach , certify that, to the best of my -knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route from the
connection to the interceptor to the receiving wastewater treatment facility and that the flow from this
project is not anticipated to cause any capacity related sanitary sewer overflows or overburden any
downstream pump station en route to the receiving treatment plant. 'This analysis has been preformed in
accordance with local established policies and procedures using the best available data. This certification
applies to those items listed above in Section I and Section II for which, to the best of my knowledge, will
not adversely affect the downstream sewer capacity. Signature of this form indicates acceptance of this
wa ` water flow.
4/1 7
113
WSAGC's Signing Official Signature Date
..... ............... .... .
Revision Date: 02/03/04

�F W ATF9 State of North Carolina
QG Department of Environment and Natural Resources
f Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
(JURISDICTION USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
City of Concord ❑City of Kannapolis ❑Town of Harrisburg ❑Town of Mt. Pleasant
['Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Sycamore Rd./Vinehaven Dr. 8-Inch Public Sewer Extension
(Waffle House) —Project #2013-009
Description: The Sycamore Rd./Vinehaven Dr. 8-Inch Public Sewer Extension engineering plans and
specifications, as prepared and sealed by Enrique Alberto Blat, NCPE, with the City of Concord, for the wastewater
collection system extension consisting of approximately 140 linear feet of 8-inch sanitary sewer with 1 manhole and
other appurtenances to serve a restaurant, located off of Copperfield Blvd. on Vinehaven Drive, with a wastewater
discharge of 1,680 GPD. .
The Coldwater Subdivision wastewater collection system extension consisting of 5,548 linear feet of 8-inch gravity
sewer, with manholes and appurtenances, to serve 44 three -bedroom homes and three commercial lots, with a
wastewater discharge of 16,965 GPD, issued September 15, 1999, and combined with the Sycamore
Rd./Vinehaven Dr. 8-Inch Public Sewer Extension, will result in 5,688 linear feet of 8-inch sanitary sewer with a
total wastewater discharge of 18,645 GPD.
What is the quantity of flow that will be discharged? 1,680 GPD
Flow type:
❑ Domestic %o ® Commercial 100 %
❑ Industrial
Section I - List the Jurisdiction's pump stations located between the project connection point and
the WSACC Interceptor connection point. (For each existing pump station to be impacted by this
proposed sewer extension project, list each pump station name, approximate pump station firm (design)
capacity and approximate current average flow (previous 12 months) for each pump station. Include the
proposed flow for this project and other flows that have been approved for the pump station but are not yet
tributary.)
Pump Station Name:
. Approx. Capacity,
MGD
(Firm/Design)
Approx. Current Avg.
Daily Flow, MGD
N/A
Section II. Jurisdiction's Certification Statement:
I, M. Sue Hyde, Director of Engineering, certify that, to the best of my knowledge, the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving WSACC interceptor and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
WSACC interceptor. This analysis has been preformed in accordance with local established policies and
procedures using the best available data. This certification applies to those items listed above in Section I
for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity.
Signature of this form indicates acceptance of this wastewater flow.
Jurisdiction's Signing Official Signature Date
Revision Date: 02/03/04

COPY WSACC
WATER & SEWER AUTHORITY OF CABARRUS CO.
August 23, 1999
W. Brian Hiatt
City Manager
City of Concord
P. O. Box 308
Concord, NC 28026-0308
Subject: Flow Acceptance
Coldwater Subdivision
Dear Mr. Hiatt:
Please note that 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 Coldwater Subdivision. The flow that was requested was 16,965 gpd. 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.
For your information, WSACC has approved 7,927,795 gallons of flow acceptance for the
City of Concord from 1992 to present and 1,795,685 gallons of flow acceptance year-to-date
including this request. Also, 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, regulatory approval, and funding
availability. The following schedule of CIP projects is tentative and may be delayed by unforeseen
circumstances:
• Cold Water Creek Pump Station and Parallel Interceptor — Phase I will be constructed.
Scheduled completion date: September 2000.
• Cold Water Creek Parallel Interceptor — Phase II will be constructed. Scheduled completion
date: 2002.
• Rocky River Wastewater Treatment Plant will be expanded to 34 mgd. Scheduled completion
date: 2002.
Please note that if construction of this project is not started within one year of the date of this
approval, the approval is rescinded and a second request and approval will be required. Please
notify WSACC in writing when construction of this project is initiated. Also, notify Mark Lomax
(788-4164 Ext. 37) 48 hours prior to the connections to the Cold Water Creek Interceptor.
232 Davidson Hwy.
P.O. Box 428
Concord ?1C
• 28026.0428
Ph 704.786 1783
Fx 704 786 5205

rr
-page 2-
August 23, 1999
If you have any questions, please call me at 786-1783.
JCM:MEL:jss
cc: Mark Lambert
Jay Shive
Wesley Furr
Mark Lomax
Mark Fowler/Concord
Andy Lovingood/Concord
Lex Patterson/Concord
Sincerely,
IF. hn C. Murdo , III
Executive Director

r
NORTH CAROLINA
High Performance Living
ODOEI
850 Warren C. Coleman Blvd., P.O. Box 308, Concord, NC 28026 - www.ci.concord.nc.us
FLOW REPORTING AND NCDENR REQUEST FORM
(PROCEDURE 4 REQUEST FORM)
DIRECT TO: NCDENR Date: May 14, 2013
Division of Water Quality - Surface Water Protection
Mooresville Regional Office
Ms. Dee Browder
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
P) 704-663-1699 F) 704-663-6040
Applicant Information:
1. Applicant's name:
2. Applicant's address: 850 Warren C. Coleman Blvd; Post Office Box 308
3. City: Concord State: North Carolina Zip: 28026-0308
4. Telephone #[phone] Facsimile #[phone]
5. Owner's or official's signature (15 C C 2H .0206(b)):
Enrique Al Deputy ity Engineer signing for M. Sue Hyde, P.E., Director of Engineering
II. Project Information:
1. Project Title: CMC NE Rehabilitation Hospital Public Sewer — Lots: 1 Project # 2011-078
2. City of Concord Permit #: Sewer 13-0424504
3. Brief description of the project: The CMC NE Rehabilitation Hospital Public Sewer engineering plans
and specifications, as prepared and sealed by Wesley E. Sherrill, NCPE, with Site Solutions, for the
wastewater collection system extension consisting of approximately 18 linear feet of 8-inch sanitary sewer
with 1 manhole and other appurtenances to serve to serve a 42 medical bed facility located Lake Concord
Rd. with a commercial wastewater discharge of 12,600 GPD.
4. What is the quantity of flow that will be discharged? 12,600 GPD
5. Flow type: ❑ Domestic 0 % ® Commercial 100 % ❑ Industrial 0 %
III. Wastewater Treatment Facility Information
1. Owner and name of wastewater treatment facility (WWTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility—#NC0036269
❑ Muddy Creek Wastewater Treatment Facility—#NC0081621
IV. Where will the new line be connected:
E Directly into a WSACC Interceptor ❑ Into the City of Concord's existing collection system
❑ Into a private line
1. Describe the location of the line to which the new line will connect: The proposed 8-inch sanitary sewer
extension will tie-in to the 24-inch RCP WSACC 3-Mile Branch Interceptor into two different manholes.
2. Which WSACC Interceptor will the flow be discharged into: 24-inch RCP WSACC 3-Mile Branch
Interceptor
City of Concord
Enclosures: WSACC Flow Acceptance Letter
Engineering
Phone [phone] • Fax [phone])

CF W ATF9 State of North Carolina
\�� QG Department of Environment and Natural Resources
r Division of Water Quality
-c- Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
(JURISDICTION USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
®City of Concord DCity of Kannapolis ❑Town of Harrisburg ❑Town of Mt. Pleasant
❑Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: CMC NE Rehabilitation Hospital Public Sewer —Project #2011-078
Description: The CMC NE Rehabilitation Hospital Public Sewer engineering plans and specifications, as
prepared and sealed by Wesley E. Sherrill, NCPE, with Site Solutions, for the wastewater collection system
extension consisting of approximately 18 linear feet of 8-inch sanitary sewer with 1 manhole and other
appurtenances to serve to serve a 42 medical bed facility located Lake Concord Rd. with a commercial wastewater
discharge of 12,600 GPD.
What is the quantity of flow that will be discharged? 12,600 GPD
Flow type:
❑ Domestic % E Commercial 100 % ❑ Industrial
Section I - List the Jurisdiction's pump stations located between the project connection point and
the WSACC Interceptor connection point. (For each existing pump station to be impacted by this
proposed sewer extension project, list each pump station name, approximate pump station firm (design)
capacity and approximate current average flow (previous 12 months) for each pump station. Include the
proposed flow for this project and other flows that have been approved for the pump station but are not yet
tributary.)
Pump Station Name:
Approx. Capacity,
MGD
(Firm/Design)
Approx. Current Avg.
Daily Flow, MGD
N/A
Section II. Jurisdiction's Certification Statement:
C,JRIQu 4. L'4Y PEiudz CTT\ iak¢t�CE2
I, of Engineering, certify that, to the best of my knowledge, the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving WSACC interceptor and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
WSACC interceptor. This analysis has been preformed in accordance with local established policies and
procedures using the best available data. This certification applies to those items listed above in Section I
for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity.
Signature f this form indicates acceptan e of is wastewater flow.
/ / 519/IP
J r i ion's Sig ing Official Si ature Date
Revision Date: 02/03/04

OF vl AT,9 State of North Carolina
O 0 Department of Environment and Natural Resources
ci r Division of Water Quality
> .
O -c- Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
(WSACC USE ONLY) CMC NE Rehabilitation Hospital Public Sewer Project
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit No: NC0036269
❑ Muddy Creek Wastewater Treatment Facility — Permit No: NC0081621
WWTP facility's permitted flow, MGD 26.500
Estimated obligated flow not yet tributary to the WWTP, MGD 0.678
WWTP facility's actual avg. daily flow, MGD 14.570 (54.98% of permit)
Total flow for this specific request, MGD 0.013
Total actual and obligated flows to the facility, MGD 15.261
Percent of permitted flow used
57.59%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
(For each existing pump station to be impacted by this proposed sewer extension project, list each pump
station name, approximate pump station firm (design) capacity and approximate current average flow
(previous 12 months) for each pump station. Include the proposed flow for this project and other flows that
have been approved for the pump station but are not yet tributary.)
Pump Station Name:
Approx. Capacity, MGD
(Firm/Design)
Approx. Current Avg.
Daily Flow, MGD
RRRWWTP Main PS
55.440
9.450
Section III. WSACC Certification Statement:
I, Thomas A. Bach , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route from the
connection to the interceptor to the receiving wastewater treatment facility and that the flow from this
project is not anticipated to cause any capacity related sanitary sewer overflows or overburden any
downstream pump station en route to the receiving treatment plant. This analysis has been preformed in
accordance with local established policies and procedures using the best available data. This certification
applies to those items listed above in Section I and Section II for which, to the best of my knowledge, will
not adversely affect the downstream sewer capacity. Signature of this form indicates acceptance of this
wa&ter flokv.
-//03
WSACC's Signing Official Signature Date
Revision Date: 02/03/04

VVSACC
Office: 232 Davidson Hwy.
Concord, NC 28027
" WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
May 13, 2013
W. Brian Hiatt
City Manager
City of Concord
P. O. Box 308
Concord, NC 28026-0308
Subject: Flow Acceptance Request - City of Concord
CMC NE Rehabilitation Hospital Public Sewer
Dear Mr. Hiatt:
Mail to: P.O. Box 428
Concord, NC 28026-0428
Phone:[phone]
Fax: [phone]
This is an approval of flow acceptance that was received by the Water and Sewer Authority of
Cabarrus County (WSACC) for the City of Concord on May 9, 2013. WSACC has or will have
capacity at the Rocky River Regional Wastewater Treatment Plant and appropriate sewer
interceptors to transport and treat the domestic wastewater from the proposed project entitled
CMC NE Rehabilitation Hospital Public Sewer located along Lake Concord Road at the
intersection with Mall Drive. The referenced project includes a new 42 medical bed facility with
a projected wastewater flow of 12,600 gpd.
The wastewater generated by this project will be conveyed through the City of Concord's
proposed 8-inch gravity system, and then enter WSACC's system at the existing 24-inch Three
Mile Branch Interceptor line located on the south side of the hospital facility. WSACC agrees to
accept wastewater from the proposed hospital facility based on information provided by Site
Solutions (Civil Engineer for the project) using North Carolina Department of Environment and
Natural Resources (NCDENR) wastewater flow guidelines. The projected flow is 12,600 gpd;
however WSACC expects the actual wastewater flow to more closely approximate 10,080 gpd
based upon Master Plan engineering data.
The WSACC Capital Improvement Program (CIP) has been on pay as you go since Fiscal Year
2005 — 2006 and has funded Capital Projects entirely from Capital Reserves, and expects to
continue this policy into the future. Projects on the CIP are subject to approval by WSACC's
Board of Directors, support from local governing bodies, regulatory approval, and funding
availability. At this time there are no scheduled upgrades to WSACC facilities in the current six
year CIP that are located downstream of this proposed project. It should be noted that the list
and schedule of CIP projects are tentative and are revised periodically to reflect changing
conditions and needs.
Since this sewer connection will be made directly to the existing WSACC 24-inch Three
Mile Branch Interceptor, WSACC must be notified 48 hours prior to the connection being
made. Notification is to be made to Mark Lomax at [phone], extension 231.

-2-
If construction of this project is not started within two (2) years of the date of this approval, the
approval is rescinded and a second request and approval will be required. Please notify
WSACC, in writing, when construction of this project is initiated.
If you have any questions, please call me at [phone], extension 228.
Sincerely,
fleatt - be edi
Thomas A. Bach, P.E.
Utility Systems Engineer
cc: Sherri Moore/Concord
Wesley Sherrill, P.E./Site Solutions
Coleman Keeter/WSACC
Chad VonCannon, P.E./WSACC
Mark Lomax/WSACC

NORTH CAROLINA
High Performance Living
- 1D D ft®N■1111 111
850 Warren C. Coleman Blvd., P.O. Box 308, Concord, NC 28026 - www.ci.concord.nc.us
NOTIFICATION
FLOW REPORTING AND NCDENR REQUEST FORM
(PROCEDURE 4 REQUEST FORM)
DIRECT TO: NCDENR Date: June 13, 2013
Division of Water Quality - Surface Water Protection
Mooresville Regional Office
Ms. Dee Browder
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
P) 704-663-1699 F) 704-663-6040
I. Applicant Information:
1. Applicant's name: City of Concord
2. Applicant's address: 850 Warren C. Coleman Blvd; Post Office Box 308
3. City: Concord State: North Carolina Zip: 28026-0308
4. Telephone #[phone] Facsimile #[phone]
5. Owner's or official's signature (15A NCAC 2H .0206(b)):
,/1/A,t 5�. e 1--cLo
M. Sue Hyde, P.E., Director of Engineering
II. Project Information:
1. Project Title: Wilkinson Crt.-Rosehaven Crt. Sewer Line Replacement -Project #2011-079-
Lots: N/A
2. City of Concord Permit #: 13-0530506
3. Brief description of the project: The Wilkinson Crt.-Rosehaven Crt. Sewer Line Replacement
engineering plans and specifications, as prepared and sealed by Enrique Alberto Blat, NCPE, with The
City of Concord, for the wastewater collection system abandonment of approximately 257 linear feet 6-
inch existing clay sanitary sewer and 1 manhole to be replaced with the proposed wastewater collection
system extension of approximately 259 linear feet of 8-inch sanitary sewer and 1 manhole and associated
appurtenances in a new location to serve the existing customers without any increase to the wastewater
flow.
4. What is the quantity of flow that will be discharged? 0 GPD No additional flow.
5. Flow type: ❑ Domestic 100 % ['Commercial 0 % ['Industrial 0 %
III. Wastewater Treatment Facility Information
1. Owner and name of wastewater treatment facility (WWTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility-#NC0036269
❑ Muddy Creek Wastewater Treatment Facility-#NC0081621
IV. Where will the new line be connected:
❑ Directly into a WSACC Interceptor ® Into the City of Concord's existing collection system
❑ Into a private line
1. Describe the location of the line to which the new line will connect: The proposed 8-inch sanitary sewer
extension will tie-in to the City of Concord's existing 8-inch sanitary sewer system, which extends to the
30-inch RCP WSACC Three Mile Branch Interceptor
2. Which WSACC Interceptor will the flow be discharged into: 30-inch RCP WSACC Three Mile Branch
Interceptor
Enclosures: WSACC Flow Acceptance Letter
Engineering
Phone [phone] • Fax [phone])

Enclosures: WSACC Flow Acceptance Letter
Engineering
Phone [phone] • Fax [phone])

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
NOTIFICATION
Jurisdiction Requesting Flow Acceptance: May 30, 2013
®City of Concord ❑City of Kannapolis Town of Harrisburg ['Town of Mt. Pleasant
❑Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Wilkinson Crt.-Rosehaven Crt. Sewer Line Replacement —Project #2011-079
Description: The Wilkinson Crt.-Rosehaven Crt. Sewer Line Replacement engineering plans and specifications,
as prepared and sealed by Enrique Alberto Blat, NCPE, with The City of Concord, for the wastewater collection
system abandonment of approximately 257 linear feet 6-inch existing clay sanitary sewer and 1 manhole to be
replaced with the proposed wastewater collection system extension of approximately 259 linear feet of 8-inch
sanitary sewer and 1 manhole and associated appurtenances in a new location to serve the existing customers
without any increase to the wastewater flow.
*Number of Lots: N/A OR *Number of Units: *Must be included in request.
Where will the new line be connected:
❑ Directly into a WSACC Interceptor
• Into the Jurisdiction's existing collection system
❑ Into a private line
Describe the location of the tie-in line to which the new sewer line will connect: The proposed 8-inch sanitary
sewer extension will tie-in to the City of Concord's existing 8-inch sanitary sewer system, which extends to the 30-
inch RCP WSACC Three Mile Branch Interceptor
Which WSACC Interceptor will the flow ultimately be discharged into: 30-inch RCP WSACC Three Mile
Branch Interceptor
What is the WSACC manhole number that the.flow will be discharged into? +/- Node 012065
What is the quantity of flow that will be discharged? 0 GPD No additional flow.
Flow type:
❑ Domestic 100 % ❑ Commercial % ❑ Industrial
Name of wastewater treatment facility (WWTF) receiving wastewater:
M Rocky River Wastewater Treatment Facility — Permit #NC0036269
n Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
Design drawings of new lines will be submitted to WSACC with the request for acceptance. Drawings can be
submitted as a digital file (DWG) or distance and bearing starting with the tap on existing infrastructure.
If the new line is to connect directly into a WSACC interceptor, detailed drawings including specification of the tap,
will be required before flow acceptance will be provided.
Mark Lomax at 704-786-1783, ext. 231, must be notified 48 hours in advance of a connection into a WSACC
interceptor. WSACC will inspect connection before, during, and after completion.
If construction is not started within two (2) year from the date of approva! of the flow acceptance for this project,
the approval is rescinded and a second request and approval will be required for the project.
WSACC USE ONLY: DATE:
❑ Current sewer model shows an Interceptor as being surcharged south of the manhole in question.
❑ Approved ❑ Not Approved
❑ Current Sewer Model shows:

OF W AT9 State of North Carolina
O� QC, Department of Environment and Natural Resources
v- r Division of Water Quality
O Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
(JURISDICTION USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
®City of Concord ❑City of Kannapolis ❑Town of Harrisburg Town of Mt. Pleasant
❑Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Wilkinson Crt.-Rosehaven Crt. Sewer Line Replacement—Project#2011-079
Description: The Wilkinson Crt.-Rosehaven Crt. Sewer Line Replacement engineering plans and specifications,
as prepared and sealed by Enrique Alberto Blat, NCPE, with The City of Concord, for the wastewater collection
system abandonment of approximately 257 linear feet 6-inch existing clay sanitary sewer and 1 manhole to be
replaced with the proposed wastewater collection system extension of approximately 259 linear feet of 8-inch
sanitary sewer and 1 manhole and associated appurtenances in a new location to serve the existing customers
without any increase to the wastewater flow.
What is the quantity of flow that will be discharged? 0 GPD No additional flow.
Flow type:
® Domestic 100 % ❑ Commercial % ❑ Industrial
Section I - List the Jurisdiction's pump stations located between the project connection point and
the WSACC Interceptor connection point. (For each existing pump station to be impacted by this
proposed sewer extension project, list each pump station name, approximate pump station firm (design)
capacity and approximate current average flow (previous 12 months) for each pump station. Include the
proposed flow for this project and other flows that have been approved for the pump station but are not yet
tributary.)
Pump Station Name:
Approx. Capacity,
MGD
(Finn/Design)
Approx. Current Avg.
Daily Flow, MGD
N/A
Section II. Jurisdiction's Certification Statement:
I, M. Sue Hyde, Director of Engineering, certify that, to the best of my knowledge, the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving WSACC interceptor and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
WSACC interceptor. This analysis has been preformed in accordance with local established policies and
procedures using the best available data. This certification applies to those items listed above in Section I
for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity.
Signature of this form indicates acceptance of this wastewater flow.
v`k
Jurisdiction's Signing Official Signature
Date
Revision Date: 02/03/04

RECEIVED
rQN_C, ENGINEERING
a", E L tti
'C Flow Tralking/
REN C. COLEMAN BLVD. P7 30X 3088
ONCORD. NC 28028 : 704-923-5425
FAX: ! (i4- i521
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
cceptance for Sewer Extension Permit Applications
(FTSE —10/07)
(WSACC USE ONLY) Wilkinson Court — Rosehaven Court SS Replacement
Project
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility — Permit No: NC0036269
❑ Muddy Creek Wastewater Treatment Facility — Permit No: NC0081621
WWTP facility's permitted flow, MGD 26.500
Estimated obligated flow not yet tributary to the WWTP, MGD 0.695
WWTP facility's actual avg. daily flow, MGD
Total flow for this specific request, MGD
Total actual and obligated flows to the facility, MGD
Percent of permitted flow used
14.570 (54.98% of permit)
0.000
15.265
57.60%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
(For each existing pump station to be impacted by this proposed sewer extension project, List each pump
station name, approximate pump station firm (design) capacity and approximate current average flow
(previous 12 months) for each pump station. Include the proposed flow for this project and other flows that
have been approved for the pump station but are not yet tributary.)
Pump Station Name:
Approx. Capacity, MGD
(Firm/Design)
Approx. Current Avg.
Daily Flow, MGD
RRRWWTP Main PS
55.440
9.450
Section III. WSACC Certification Statement:
I, Thomas A. Bach , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route from the
connection to the interceptor to the receiving wastewater treatment facility and that the flow from this
project is not anticipated to cause any capacity related sanitary sewer overflows or overburden any
downstream pump station en route to the receiving treatment plant. This analysis has been preformed in
accordance with local established policies and procedures using the best available data. This certification
applies to those items listed above in Section I and Section II for which, to the best of my knowledge, will
not adversely affect the downstream sewer capacity. Signature of this form indicates acceptance of this
waW(eea1
water flow.
Ct. %
617/11
WSACC's Signing Official Signature Date
Revision Date: 02/03/04