WQ0020169_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr_ Secretor,'
North Carolina Department of Environment and Natural Resources
Alan W, KUnieL, P.E. Director
Division of Water Quality
April 14, 2005
Mr. Paul Campbell, Director of Engineering
City of Concord
Post Office Box 308
Concord, North Carolina 28026
Subject: Permit No. WQ0020169 Modification
City of Concord
Center at Kings Grant Crossing Phase 1A
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr. Campbell:
In accordance with your application received on April 6, 2005, we are forwarding herewith
Permit No, WQ0020169, dated April 14, 2005, to the City of Concord for the construction and operation
of the subject wastewater collection system extension. This permit shall be effective from the date of
issuance until rescinded, shall void Permit No. WQ0020169 issued August 13, 2001, and shall be
subject to the conditions and limitations as specified therein. This coveriefter shall be considered a part
of this permit and is therefore incorporated therein by reference. The modification includes the addition
of approximately 11 linear feet of 18-inch gravity sewer, and the decrease of approximately 268 linear
feet of 8-inch gravity sewer.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable, unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a North Carolina -licensed Professional Engineer in the application. It shall be
the Permittee's responsibility to ensure that the as -constructed project meets the appropriate design
criteria and rules. Failure to comply may result in penalties in accordance with North Carolina General
Statute §143-215.6A through §143-215,6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Fax [phone]
Internet h2o.enr.state.nc.us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post ConsunierPaper

Mr, Paul Campbell
Page 2
April 14, 2005
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the City of Concord for the construction and operation of approximately 11 linear feet of 18-
inch gravity sewer as part of the Center at Kings Grant Crossing Phase 1A project, with no additional
discharge of collected domestic wastewater into the Water and Sewer Authority of Cabarrus County's
existing sewerage system, pursuant to the application received April 6, 2005; and the continued
construction and operation of approximately 255 linear feet of 18-inch gravity sewer, and approximately
753 linear feet of 8-inch gravity sewer (a decrease of 268 linear feet of originally permitted 1,021 linear
feet) to serve a commercial development as part of the Center at Kings Grant Crossing Phase 1A
project, and the discharge of 50,000 gallons per day of collected domestic wastewater into the Water
and Sewer Authority of Cabarrus County's existing sewerage system, pursuant to the application
received June 14, 2001, both in conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Water and Sewer
Authority of Cabarrus County (WSACC) Rocky River WWTP (NPDES No. NC0036269) prior to being
discharged into the receiving stream.
This permit shall become voidable unless the agreement between the City of Concord and
WSACC for the collection and final treatment of wastewater is in full force and effect.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 1508 of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Sonja Basinger at
[phone].
Sincerely,
/1:27C7--Ce
for Alan W. Klimek, RE.
cc: Cabarrus County Health Department
Mooresville Regional Office, Surface Water Protection
Jill Brim, Concord Engineering & Surveying, Inc.
Surface Water Protection Central Files
Marie Doklovic, PERCS
F Permit No, NC0036269)

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227, If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d, Pump stations that are not connected to a telemetry system shall be inspected every day (Le,
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year,
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215,1C.

4, This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Perrnittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 2H .0220, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Perrnittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities,
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notificatio
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc,; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.

Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence, This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part II of Form CS-SSO (or the most
current Division approved forrn) can also be completed to show that the SSO was beyond
control.
Permtt issued this the 14th day of April, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek .E, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0020169

Fast Track Engineering Certification
Permit No. WQ0020169 Modification
April 14, 2005
Complete and submit this form to the permit issuing regional office with the following
+ One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension.
Supporting design calculations (selected pumps„ system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division, Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
© Partial Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (0 periodically, ❑ weekly, El full time) the construction of the Center at Kings Grant
Crossing Phase 1A, Cabarrus County project for the Permittee hereby state that, to the best of my abilities, due
care and diligence was used in the observation of the construction such that the construction was observed to be
built within substantial compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division)
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria for the Fast -Track. Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
ATTN: DEE BROWDER
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions,

Central Files. APS SWP
Permit Number WQ0020169
F.
04114/05
Permit Tracking Slip
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer Permit Contact Affiliation
sonja.basinger Paul Campbell, PE
Permitted Flow P© Box 308
0 Concord NC 28026
Status
In review
Project Type
Major modifica
Version Permit Classification
Individual
Facility Name
Center at Kings Grant Crossing Phase IA
Location Address
Owner
Owner Name
City of Concord
Date !Event
Scheduled
Oriq Issue ARP Received Draft Init!ated Issuance
08/13/01 04/06/05
Regulated Activitie
Major/Minor Region
Minor Mooresville
County
Cabarrus
Facility Contact. Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Paul
PO Box 308
Concord
Public Notice
Commercial or industrial, other
Restaurant
Wastewater collection
Outfall I LILL
u�
I
Campbell, PE
NC
Effective
Requested/Received Events
Additional information requested
Additional information received
28026
n
Waterbody Name Stream Index Number
Current Class Subbasin

OC ME AS A VOICi PA' 0 RAP IU!` ROPR NTI 0 • N o AN AR IF CIA 6Na TEF1 AR
CITY OF CON+ ORD
PO.13O . 308
C'OR.f, N.C': 8O2 t308
3I;NERAL OP RA$`ING ACCOUNT
Y POUR 1.1UD DOTaLAR CEO
TO THE
°R t7 ER
or
NCDE
A l t�vi6.060K. IWARtCh A SS 3CIA'rloN
r srtt a, 4C 2 W2
'op 6t3DAYS
028653 2ne I:o53 1©1561i:20799O©1 21,8660
s a;s. 286532
CHECK t7ATE
?3/11/©5
CHECK No
2B6532
*400 00
nt as been approved as required
veca rnent Budget and Fiscal
�C.
Authorized Signature

•
FAST -TRACK APPIIC`ATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
Z
0
Lt.
If. NC
State
0
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner
la. City of Concord
Full Legal Name (company, municipality, HOA, utility,
lb. Paul
D. Campbell, Director of Engineering
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!;
lc. The legal entity who will own this system is:
❑ Individual ❑ Federal ► Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
Application Number:
(to be completed by DWQ)
ld. 850 Warren C. Coleman, P.O. Box 308
Street Address
1 h. [phone]
Telephone
2. Project (Facility) information-
1 i.
786-452
Facsimile
2a. Center at Kings Grant Crossing, Phase 1A
Brief Project Name (permit will refer to this name)
3. Contact Persona
3a. Mrs, Jill M, Brim PE Concord Engineering & Surveying, Inc.
e Concord
City
l g. 28026
Zip Code
beCncordnc.0
E-r
2b, Cabarrus
County Where Pro
Name and Affiliation of Someone Who Can Answer Questions About this Appication
3b. ,(704) 786-
Phone Numbe
1. Project is ❑
tion (of an existing permit)
ocated
3c. jillbrim@concordengine ring.com
E-mail
cation, Pe
No.: W00020196
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing line sizellength, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is !' Public (skip to item B(3)) ❑ Private (go to Item 2(a))
2a. If private, applicant will be° 2b. If sold, facilities owned by a (must choose an
Retaining Ownership (i.e. store, church, single office, etc) or
© Leasing units (lots, townhomes, etc. - skip to Item 8(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
Water & Sewer Authority of Cabarrus County, WSACC
Owner of Wastewater Treatment Facility (WWTF) Treatin
4a. Rocker River WWTF
3.1
tL Name of WWTF
Z 5a. WSACC
Owner of Downstream Sewer
The origin of this wastewater is (check all that apply):
El Public Utility (Instruction III)
❑ Homeowner Assoc /Developer (Instruction IV)
ewater From This Project
4b. NC0036269
`5b. 18-inch
El Residential Subdivision
❑ Apartments/Condominiums
obile Home Park
School
rr. Restaurant
❑ Office
Receiving Sewer Size
Car Wash
❑ Institution
• Hospital
❑ Church
© Nursing Home
❑ Other (specify):
WWTF Permit No.
7, Volume of wastewater to be permitted in this project 0 gallons per day
it Number of Oownstrearn Sewer (if known)
If the permitted flow is zero, indicate wiry:
❑ Interceptor Line - Flow will be permitted is subsequent permits that connet
Flow has already been allocated in Permit No, WQ062016S
El Rehabilitation or replacement of existing sewer with no new flow expected
this line
Ca/
Domestic/Commercial
% Industrial
% Other (specify):

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AN III FORCE MAINS
PAGE 4
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below, Values other than
that in 15A NCAC 2H ,0219(I)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699 -1617 in
accordance with 15A NCAC 2H .0219(I)(3).
Flow previously all
under permit 2916
PJ
10 Summary of Sewer Liters to be Permitted (attach additional sheets if necessary)
Size (inches)
8
Length (feet)
753
266
Gravity or Force Main
(use the pull down menu)
Gravity
Gravity
Z ENTER TOTAL LINE LENGTH IN MILES CI
Q'
Q 11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator wIATS; 3
plans for cross-reference) (MGD) GPM @ TDH portable generator wltelemetry; 4-wet well storage)
12, Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force:
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .02as applicable?
Yes 0 No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested:
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO TIME VARIANCE '#I 'tTi°t YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes 0 No N/A
Sedimentation and Erosion Control Plan? 0 Yes 0 No N/A
Stormwater? 0 Yes © No N/A

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
Z regional office (see instructions for addresses) OR indicate the following:
0 A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
1)
z
0
d
Location ID on Map
(self chosen - as shown on
map for cross-reference)
Harrisburg 1969 Quad
Name of Waterbody Stream Waterbody
Waterbody County River Basin Index Classification
Rocky River Cabarrus Yadkin 13-17 C
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
I, Paul D. Campbell, PE attest that this application for Center at Kings Grant Crossing, Phase 'IA has been reviewed
by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete, Note; In accordance with North Carolina General
Statutes 143-215.6A and / 43-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application Shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well es Civil penalties up to $25,000 per violation,
Signing 0fficiaflSgtature
2. Professional Engineer's Certificabon:
attest that this application for Contor at Kings Grant Crossing, Phase -1A has been reviewed by me and accurate,
complete and consistent with the information in the engineering plans, calculations, and all other supporting documentation
to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 and the watershed classification in accordance with Division guidance. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal
signifies thi. have reviewed this material and have judged it to be consistent with the proposed design. Note: In
accordance with NC General Statutes 143-215 6A and 143-215,6B, any person who knowingly makes any se statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation,
2a. Jill M. Brim
Professional Engineer Name
2b. Concord Engineering & Surveyjng, Inc.
Engineering Fimi
2c, P,O. Box 268
Address
2d, Concord
2e. NC 2f 28026
City State Zip
2g. [phone] 2h, 2i. jillbrim concordengineering,com
Telephone Facsimile
E-mail

TopoZone - The Web's Topographic Map
Page 1 of 1
0.3
0.6
0.9
1.2
1.5 kg,
0 0.2 0.4 0.6 0.6
Map center is UTM 17 525633E 3914900N (WGS84/NAD83)
Kannapolis quadrangle
Projection is UTM Zone 17 NAD83 Datum
G=0.163
http://www.topozone.com/printasp?z-17&n.---3914899.87077806&e-525632,55273254&s-50&sizo-1_ 8/23/2004

WSACC
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
June 8, 2001
W, Brian Hiatt
City of Concord Manager
P. O. Box 308
Concord, NC 28026-0308
RE: FLOW ACCEPTANCE - CENTER AT KICNGS GRANT CROSSING
Dear Mr. Hiatt:
C 28027
to RO, Box 428
NC 28026-0428
6.1783
The Water and Sewer Authority of Cabarrus County (W SACC) 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 Center at Kings
Grant Crossing. WSACC agrees to accept wastewater from five 200-seat restaurants. Based on
North Carolina Department of Environment and Natural Resources (NCDENR) wastewater flow
guidelines, the projected flow is 50,000 gpd; however WSACC expects the actual wastewater flow
to more closely approximate 40,000 gpd based upon Master Plan engineering data.
By requesting flow acceptance, the City of Concord acknowledges that WSACC may need to
upgrade, expand, or construct new facilities to accommodate the increased' flow volume granted by
this and previous flow acceptance. Appropriate design and construction will be initiated when actual
flows dictate but may be subject to situations that WSACC does not expect or control. Based upon
flow of 50,000 gpd and cost of S6,7595/gpd to provide treatment and transportation capacity, this
flow acceptance represents an estimated capital expenditure in excess of 5337,900.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 10,160,768 gallons of flow acceptance for the City of Concord from 1992 to present and
759,922 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances WSACC has committed capacity valued in excess of $68,681,700 for the City of
Concord since 1 i i lauding $
� , � �, 7�t�0 tar this calendar year.
Downstream facilities trr, tt proposed project are scheduled in WSACC's current Capital
Improvement Program (CIP) to increase available capacity, Projects on the CIP are subject to
approval by WSACC's Board of Directors, support from local governing bodies, regulatory
approval, and funding availability. The following schedule of CIP projects is tentative and may he
delayed by unforeseen circumstances:
Lowe's Motor Speedw°ay Pump Station and the .Rocky River Pump Station at
Highway 29 will be abandoned with the completion o the Harrisburg Rocky
River Interceptor and Lower Rock` I'ver Inter cep torr`frrce Main and Pump
Station, Scheduled completion date: July 20� 1

Sincerely',
Infn C . Murdock, III
Executive Dire.ctor
Page
Center at Kin s Grant Crossing
une , 2001
Lower Coddle (>r I t-eptor °ibe par 1. ; ed l d cornp i p date:
2003.
Kings Grant Rocky River Interceptor w.,ill be paralleled. Scheduled crarnletsnri
date: 2004
Rocky River Waste ater Treatment Plant will be expanded to 34
Scheduled completion date: 2005,
If construction of this project is not started within one year 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 o ax 10 /786 I ) 4
hours prior to connection to the interceptor.
If you have any questions, please call me at7 4 /86-1781
JCIEL/
cc Mark Lambert
jay hive
esey{ Furr
k Lomax
Mark nwler/Concord
Adam apenhart/Cone r

, Governor
Cobey, Jr., Secretary
orandum
To: De1e arei Muracipali +es
Frost: Steve W. Tedder, Chief
Water' Quality Section
Subject: Delegated Municipalities Chec
State of No Carolina
Department of Enrironment,Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Sr-ect ' Raleigh, North Carolina 27626-0535
George T. Everett, Ph.D.
1DL"tar
May 1, 1991
evised Non -Discharge Pcrrriit Applications
The Division of Environmental Management's Water Quality Section has revised the
Gravity Sewer Non -Discharge Permit A.pplicatian Form. The form now incorporates the basic
information that the Division feels is necessary in order for the delegated municipalities to perforn a
review on a gravity sewer project for the Division; therefore, the Division will no longer require that
the "Delegated Municipalities Gravity Sewer Design Checklist" be completed and submitted.. We do,
however, require that the delegated municipality perform the same type of review as always required
and complete the bottom portion of this page and attach it as the last page of all gravity sewer
applications that "tee being submitted as a delegated municipalities project- If you have any questions
on this matter, please contact Mr. Randy Jones at 91.9/733-50S3.
DELEGATED MUNICIPALITY GRAVITY SEWER CERTIFICATION
(THIS FORM MAY BE Ph'OI OGOPIED FOR USE AS AN ORIGINAL)
CN E r T 1<r
Applicant:
Project Na
Delegated Municipality Re
specifications have been reviewed under my su
consistent with the inforrnadon that has been s
Division of Environmental Management's inininium
Certification:
Delegated Municipality Reviewer's NC Prof,
Seal and Sigrarur (s - ify date)::
FORM: DMGS 4/91
PAGE 1 OF 1
}on an
if"icd on
design requir
lR
:st that the subject patlanst©ns aarcnd
plans and spe<..ific
-Discharge Application and the
nts far gravity sewer projects.
ianal Engineer's Registration No.:

City of Concord
Engineering Department
Scott Padgett, Mayor
W. Brian Hiatt, City Manager
Paul D. Campbell, P.E., Director of Engineering
April 6, 2005
N.C. Department ofEnvironment and Natural Resources
Division of Water Quality - Surface Water Protection
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Attn: Mrs. Sonja Basinger
11,111,
a city meeting the future.
Subject: Permit Modification Request
Wastewater Collection System Extension/Modification
Project Title: Center at Kings Grant, Phase I A
NCDENR Permit No: WQ0020169
Permit Issuance Date: August 13, 2001
City of Concord Project No, 2000-1416
City of Concord Cabarrus County
Rocky River WWTP NPDES NC0036269
Dear Mrs. Basinger:
The City of Concord is respectfully requesting a permitmodification for the Center at
Kings Grant, Phase 1A, an existing commercial. subdivision located off of Concord Mills
Boulevard. We are enclosing for your review and approval an original and a copy of the
executed Fast -Track application form with enclosures, two copies of the WSACC flow
acceptance letter, a copy of the original NCDENR Non -Discharge permit for the Center at Kings
Grant Phase IA wastewater collection system.; as sealed and certified by Jill M. Brim, NCPE
with Concord Engineering and Surveying.
The Center at Kings Grant,. Phase IA original NCDENR DWQ Non -Discharge permit,
WQ0020169, was issued on August 13, 2001 and specified a wastewater collection system
extension consisting of 1,021 linear feet of 8-inch gravity sewer and 255 linear feet of 18-inch
gravity sewer to serve a commercial development with an average wastewater discharge of
50,000 GPD.
Please modify the existing Center at Kings Grant, Phase IA permit to account for the reduction
of 8-inch gravity sewer and the increase of the 18-inch gravity sewer and to account for an error
in permitting that stemmed from unforeseen fieldconditions and the subsequent redesign of the
sewer system.
The NCDENR DWQ Non -Discharge permit, WQ0020169,. should have been permitted for the
constructionand operation of approximately 753 linear feet of 8-inch gravity sewer and 266
linear feet of 18-inch gravity sewer with manholes and associated appurtenances off of Concord
Mills Boulevard to serve an commercial development with an average wastewater discharge of
50,000 GPI), in accordance with Title 15A of the North Carolina .Administrative Code,
Subchapter 2 H .0200; The Division of Water Quality's Gravity Sewer Minimum Design Criteria
Alfred M. Brown Operations Center
850WanalCColenun.13lvd. • Pk). Box 308 • Noah Carolina. a1026
?704) 9M-5425, (70,4' 7 g 6-4521 X) 1 -3 X )-73,54Qa2 Amp -mirk nej

adopted February y 17 1996, as applicable; the Water and Sewer Authori
standard technical specifications; the City of Concord's ordinances,
specifications; the approved plans; and other supporting data.
f there are any questions concerning this application package r the attac
(7 -m
Sincerely,
Cir off
D. Campbell, P.E., Di r c:t r of Engineering
'Insure
cc:'r� j i No_ 2t. 00-146
Cah rw klca th r [[i ttcc_ t 307 South Cannon
Concord EngineerinS rrvcy�ing. P,0 £Boa'6
A. E at I cput}° C iiv E n'
NC 80 3
026, Attn:
c h eats please
t of Cabarrus County's
's
pol is ics, and technical
r wnOperations
P.O. I-3 3 i a. )(Alai N Car

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D,, Acting Director
August 13, 2001
PAUL D. CAMPBELL, INTER1M DIRECTOR OF ENGINEERING
CITY OF CONCORD
POST OFFICE BOX 308
CONCORD, NC 28026
Dear Mr. Campbell:
DENRJT
NORTH CAROLINA DEPARTMENT Or ES
ENViRONMENT AND NATURAL RESQURCEt
AUG 1 5 20
Subject: Permit No. WQ002,
City of Concord
Center At King's Grant Crossing Phase la
Wastewater Collection System Extension
Cabarrus County
In accordance with your application received June 14, 2001, we are forwarding herewith Permit No.
WQ0020169, dated August 13, 2001, to the City of Concord for the construction and operation of the subject
wastewater collection system extension. This pennit shall be effective from the date of issuance until rescinded
and shall be subject to the conditions and limitations as specified therein. This cover letter shall be considered a
part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater collection
facilities be properly operated and maintained in accordance with 15A. NCAC 2H .0227 or any individual system-
wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the Fast -Track
Permitting of Purnp Stations and Force, Mains adopted June I, 2000 as applicable, unless specifically mentioned
herein, Division approval is based on acceptance of the certification provided by a North Carolina -licensed
Professional Engineer in the application. It shall be the Pemlittees responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules. Failure to comply may result in penalties in accordance
with North Carolina General Statute §1.43-215.6A through §1.43-215.6C, construction of additional or
replacement wastewater collection facilities, andJor referral of the North Carolina -licensed Professional Engineer
to the licensing board.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to City of Concord for
the construction and operation of approximately 1,02.1 li.near feet of 8-inch gravity sewer and 255 linear feet of
18-inch gravity sewer to serve commercial development. (five restaurants) as part of the Center At King's Grant
Crossing Phase la project: and the discharge of 50,.000 gallons per day of collected domestic wastewater into the
Water (k. Sewer Authority of Cabarru.s County's existing :sewerage system, pursuant to the application received
June 14, 2001, and in conformity with I5A NCAC 2H :0200; the Division's Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June I, 2000 as applicable; and other supporting data
subsequently filed and approved by the Department of Environment and Natural Resources and considered a part
of this permit.
1617 MailService Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

The sewage and wastewater collected by this system shall be treated in the Water & Sewer Authority of
Cabarrus Count) Wastewater Treatment Facility (NPDES Permit Ni. NC0036269) prior to being discharged into
the receiving stream.
This permit shall become voidable unless the agreement between the City of Concord and Water & Sewer
Authority of Cabarrus County for the collection and final treatment of wastewater is in full force and effect.
if any parts, requirements, or !irrigations contained in this permit are unacceptable, you have the right to
request an adjudicator) hearing upon written request within 30 days following receipt of this permit. This request
must be in the form of a written petition, conforming to Chapter 15013 of North Carolina General Statutes, and
filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless
such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Kristin E, Miguez at
'733-5083 extension 524.
Sincerely,
cc: ('abarrus County Health Department
Mooresville Regional Office, Water Quality Section (WWTF Permit No, NC0036269)
ESP Associates, PA
WSACC (PO Box 428, Concord, NC 28026)
(919)

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the following
specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minirnum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June L. 2000 as applicable;
and other supporting materials unless specifically mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all tines. The Perrnittee
shall maintain compliance with an individual system -wide collection system permit for the operation and
maintenance of these facilities as required by 15A, NCAC 2H. .0227. If an individual permit is not required,
the following performance criteria shall be met as provided in 15A NCAC 21'1.0227:
a, The sewer system shall be effectively maintained and operated at all times to prevent discharge to land
or surface waters,. and any contravention of the groundwater standards in 15A NCAC 2L .0200 or the
surface water standards in 15.A. NCAC 2B .0200..
b. A map of the sewer system shall be developed prior to January I: 2004 and shall be actively
maintained.
c. An operation and maintenance plan shall be developed and implemented,
d. Pump stations that are not connected to a telemetry system shall be inspected at least three times per
week until July I. 2000; thereafter, pump stations shall. be inspected at least daily, as defined in 15A
NCAC 2B .0503(5), until July 1., 2001; and thereafter, pump stations shall be inspected every day.
Pump stations that are connected to a telemetry system shall be inspected at least once per week.
e.High-priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be .maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General
Statute ,§143-215.1C.

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be submitted
to the Division accompanied by documentation from the parties involved, and other supporting .materials as
may be appropriate. The approval of this request shall be considered 07 its merits and may or may not be
approved.
5. Constructionof the gravity sewers shall be scheduled so as not to interrupt service by the existing utilities
nor result in an overflow or bypass discharge of wastewater to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted. facilities, a certification, a copy of
the construction record drawings, as wellas supporting design calculations for any pump stations permitted
as part of this project shall be received from a North Caroli.na-licensed Professional. Engineer certifying that
the facilities have been installed in accordance with this permit; 15A NCAC 2H .0200; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria for the. Fast -Track Permitting of Pump Station and Force Main adopted June 1, 2000 as applicable;
and other supporting materials.. If this project is to be completed in phases and partially certified, you shall
retain the responsibility to track further construction approved under the same permit, and shall provide a
final certificate of completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with each
partial certification. Mail the Engineer's Certification, one copy of the "Construction Record Drawings",
and one copy of the supporting design calculations to the .Non -Discharge Permitting Unit, 1617 Mail Service
Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
S. Failure to abide by the conditions and limitations contained in this permit; 1.5A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's 'Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as
applicable; and other supporting materials may subject the Permittee to an enforcement action by the
Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C.
9, In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of
nuisance conditions., the Permittee shall take immediate corrective action. including those as may be required
by this Division. such as the construction of additional or replacement facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules,
regulations, or ordinances that may be imposed by other government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in I5A NCA.0 2B .0200, erosion
and sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit
.NCG0100000, and any requirements pertaining to wetlands under I.5A NCAC 2B .0200 and 15A NCAC 2H
.0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number (704) 663-
.1699, as soon as possible, but in no case in.ore than 24 hours or on the next working day, followingthe
occurrence or firstknowledge of the occurrence of either of the following:
a. Any process unit: failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport. such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters without
treatment of all or any portion of the influent to such station or facility,

Persons repotting such occurren by telep ione shall also file w ritten report in letter form within fay days
folloMng first knowledge of the occurrence. This report must outline the actions taken or proposed to be
taken to ensure that the problems does not recur.
Rerun issued this the thirteenth day of august. 2001
NORTH CAROLINA ENVIRONMENTAL ANA ENT COM1SSION
Gregory 1. Thorpe, Ph.a, Act
Division of Water Quality
By Authority of the Environm n lanagez erttComm sion
Permit Number WQ0020169

Permit No. WQ0020169
August 13, 2001.
ENGINEER'S CERTIFICATION
Partial Final
1, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the
Project Name
Location and County
Peimittee hereby .state that,. to the best of my abilities,. due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance of this permit; 15A
NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1,, 2000 as applicable; and other supporting materials,
North Carolina Professional Engineer's seal, signature, and date:
The above Engineer's Certification shall be completed and submitted to the address below with one copy of the
"Construction Record Drawings" of the wastewater collection system extension as well as supporting design
calculations for any pump stations permitted as part of this project. This project shall not be considered complete
nor allowed to operate until this Engineer's Certification and all required supporting documentation have been
received by the Division. Any wastewater flow made tributary to the wastewater collection system extension
prior to completion of this Engineer's Certification shall be considered a violation of the permit and shall subject
the Permittee to appropriate enforcement actions,
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
4