WQ0039866_Regional Office Historical File Pre 2018

ROY COOPER
Governa
MICHAEL S. REGAN
Sea elcIty
L[NDA CULPEPPER
Nertm.litrecror
Nt
r es'oiff-..-es
E NE'. EN :•." E;;L: •-•
March 21, 2018
Mr. Brian Cone, Director of Construction
Cabarrus County Schools
P.O. Box 388
Concord, North Carolina 28026
Subject: Permit No. WQ0039866
Cabarrus County Schools
West Cabarrus High School. 2019
Wastewater Collection System Extension Permit
Cabarrus County
Dear Mr, Cone:
In accordance with your application received March 16, 2018, we are forwarding herewith Permit No.
WQ0039866 dated March 21, 2018 to Cabarrus County Schools (Peunittee) for the construction and
operation upon certification of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as
specified therein. This cover letter shall be considered a part of this permit and is therefore incorporated.
therein by reference.
Please pay particular attention to the following conditions contained within this peintit:
Condition 1.1.1: This permit shall not he automatically transferable; a request must be made and approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 1.5A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall he the responsibility of the Permittee 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 § I 43-21.5.6A 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.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an. adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of 'North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 671.4 Mail Service Center, Raleigh, NC
2-7699-6714: Unless such demands are made, this permit shall be final and binding.
State 1Noh Carolina Erwironrnental Quality J Water Resources I ViAteT Qualiiry Regiowl Operation5
Mooresvthe Regional Office j 610 East Center Avenue, Sii4e. 301 j Mooresville, Noith Carolina 28115
704 663 1699

If you need additional information concerning this matter, please contact Ori ruvia at [phone] cr
via e-mail at ori.tuviaoncdenrnov
Sincerely,
DocuSigned by:
A14CC681AF27425...
byW. Corey Basinger, Regional Supervisor
Water Quality, Regional Operations Section
Division of Water Resources, NCDEQ
cc: Wesley Sherrill (PE) (El -copy)
Mooresville Regional Office Files (Laserfiche)
Water Resources Central Files (Laserfiehe)
PFRCS ((Laserfiche)
Page 2 of 8

Environmentvl
Qz,aiity
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERM
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
Cabarrus County Schools
Cabarrus County
for the construction and operation of a.pproximately 1.14 linear feet of 6-inch gravity sewer, 594 linear
feet of 8-inch gravity sewer to serve West Cabarrus High School '201.9 Project , and the discharge
of 24,000 Gallons per day of collected wastewater into the Water and Sewer Authority of Cabarrus
County's existing sewerage system, pursuant to the application received March 16, 2018, and in
conformity with 1.5A NCAC 2T; 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 Environmental Quality and considered a part of
this permit.
This permit shall be effective 'front the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
DocuSigned by:
A14CC681AF27425
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0039866
Permit Issued: March 21, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Cabarrus County Schools is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Water and Sewer Authority of
Cabarrus County's Rocky River Regional Wastewater Treatment Facility in accordance with Permit
Number NC0036269.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15.A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum 'Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June I., 2000, as applicable, unless specifically mentioned herein. Division
approval is basedon 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.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special.
Conditions identified below.
I. SPECIAL CONDITIONS
1.) No flow in excess of the quantity permitted herein, 24,000 GPD, shall be made tributary to
the subject sewer system until an application for permit modification for an increase in flow
has been submitted to and approved by the Division. [15.A NCAC 02T.0304 (b)]
IL STANDARD CONDITIONS
L. This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [1.5A NCAC 02T.0 I 04; G.S 143-215.1(.3)]
'fhis permit shall become voidable unless .the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 21'; the Division's Gravity Sewer
Minimum Design Criteria adopted February 1.2, 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. [15A NCAC
02T.0110]
3. This permit shall effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4.. The wastewater collection facilities shall be properly maintained and operated at all times. The
Perrnittee shalt maintain compliance with an individual system -wide collection system permit for the
operation arid maintenance of these facilities as required by 15A NCAC 2T .0401 [f an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
Page 4 of 8

a„ The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented..
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i..e„ 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at least
once per week.
e. High -priority sewer be inspected at least once per every six months and inspections
documented.
LA general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 1,5A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute § l43215, IC,
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control. Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems..
2 For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, 'which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff .member at the Mooresville Regional
Office, telephone number (704) 663-1.699, as soon as possible, but in no case more than 24 hours
following the occurrence or first knowledge of the occurrence of either of the following
a. Any process unit failure, due 10 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 SSO andlor spill over 1,000 gallons,. or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Page 5 of 8

Voice mail messages or faxed information is permissible, but this 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 (80.0) 858-0368 or [phone],
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence, Th is report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Forrn CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO as beyond control. [G.S. 1:43-
21.5.1Cfallj
6, 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. [15A NCAC 02T.0108(b)i
7. 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, Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Perrnittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and .Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted
with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views, of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should he
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawing,s
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc,
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity„ pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis.. If a portable 'power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identifiedon the record drawings, on the certification
in the space provided, or in written summary form,
Prior to Certification (Hoar or Partial): Permit modifications are required for any changes resulting„
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
nuMberttype of connections), regulations, or the Minimum. Design Criteria. Requested modifications
Page 6 of

or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis and each on.
its own merit. Please note that variances to the Minimum Design Criteria should be requested and.
approved during the permitting process prior to construction. After -construction requests are
discouraged by the Division and may not be approved, thus requiring replacement or repair prior to
certification & activation. [1.5.A NCAC 02T .011 6]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where a.1i viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall he evident prior to completing and.
submitting the construction certification, [ 15A. NCAC 02T.0105(n.)]
9. A copy of the construction record drawings shall he maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10, Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1.996, 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 §143-21.5,6A
through §1.43-215,6C, construction of additional or replacement wastewater collection facilities,
andlor referral of the North Carolina -licensed Professional Engineer to the licensing board, [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
1 L 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.
[15A NCAC 02T .0110; 15A. NCAC 02T .0108(b)]
12, 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 the Division any other Federal. State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 1.43-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: CABARRUS COUNTY SCH001 S
PERMIT #: WQ0039866
PROJECT: WEST CABARRUS HIGH SCHOOL 2019
ISSUE DATE: MARCH 21, 2018
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation, it should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted,
PERMITTEE'S CERTIFICATION
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
d.esigniconstruction information to the Permit:tee,and the Pennittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (F. L weekly, El full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation ofthe construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 02T, the Division of
Water Resources' (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 w/signature & date:
E Final LI Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX [phone]

Periffit Numlaer WQ0039866
Progragi Category
Non -discharge
Central Files: APS S
3121/2018
Permit Tracking Slip
Status
Active
Project Type
New Project
Perrritt Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensffins 1 DO Individual
Primary Reviewer
bri.tuffia
Coastal SVVRule
Permitted Flow
24 000
Fusiehts
Permit Contact Affiliation
Facility Name
West Canarrus ffigh tool 2019
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Cabarrus
Facility Contact Affiliation
Owner Name
Cabarrus County Schools
Dafieffitiffilitid
Owner Type
Nog -Government
Owner Affiliation
David Burnett
PO Box 388
Concord
NC 28026070
Scheduled
Or Issue App Received Draft initiated Issuance Public Not se Issue Effective Expiration
3721/2018 3/162018 3/21/2018 3/21/2018
Regulated Activities
School
iialestawator collection
°utilise
Requested ifiteesived Events
hviditional information requested
Additional. information received
Waterbody Name Streamffidex Number Current as Subbasin

benesch
Transm
To:
kal Form
NCDEQ- Water Quality Section
610 E. Center Ave, Suite 301
Mooresville, NC 28115
e:
14.18
Alfred Benesch & Company
2359 Perimeter Pointe Parkway, Suite 350
Charlotte, NC 28208
www,benesch,com
P 704-521-9880
;. 704-521-8955
Job No, MT17000144
Subject: West Cabarrus High School (WCHS 2019)
Fast Track 55 Application
Mail fl Messenger - Next Day Delivery UPS Ground
WE ARE SENDING YOU:
COPIES
2
2
2
2
2
DATE
3.13.18
2.15.18
1.16.18
1.29,18
2.9.18
Attached
DESCRIPTION
Under separate cover:
Cove
etter
'Check ff7046 for $480,00 Application Fee
Fast Track Application FTA 04-16
Flow Acceptance Letter -Form FTSE 04-16
City of Concord Willingness to Serve Letter
Other:
NAL OFFICE
USGS Topo Map
Enlarged USGS Topo Map
Street Level Photos
THESE ARE TRANSM
For approval
For your use
• As requested
• For review and comment
Re
ED as checked below:
0 Approved as submitted
0 A• pproved as noted
0 R• eturned for corrections
Resubmit
Submit
Return
copies for approval
copies for distribution
corrected prints
The attached information is being submitted to obtain a per
mains at a proposed high school in Concord.
Let me know if you have any questions or need anything else.
o construct new private sewer
Signature:
Wesley E. Sherrill, PE
EED AP
PS©t.-0998-06 form

West Cabarrus i h School H 019)
Cover Letter
March 13, 2018
This project is the construction of new high school on Wecklington Road in Concord. The school
is being designed for a student population of 1,60 students with room for expansion by adding a
third floor. The project will require the constrution new private sewer mains connection the
building plumbing system to the exisitng publice sewer mains that cross the site. Also, in some
cases the public sewer mains will be relocated and in other cases the sewer will be modified in
order to meet cle. »nee and cover requirements. The public sewer construction has been
permitted With the City of Concord.
The following items are included in the Private Public Sewer application package. e following
refer to the checklist on Page I of the Fast Track Application.
A. 2 copies of application and supporting documents
B. 2 Cover letters
C. Application fee: $480.00
D. 2 Application forms: FTA04-16
E. 2 Application forms: WSACC flow acceptance letter v l FTSE 04 6. City of Concord
Willingness to Serve letter
F. 2 USGS Topo Map & StreetView Map
NiA
H. N.
I. NA
J. WA

slon of Water
State of North Carolina
Department of Environmental Quality
Division of Water Resources
NCAC' 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: ' V Ve'.J (r (to be eoarnpoeted by Dwtzl
All items must be completed or the application w °ilI be returned
APPLICANT INFORMAT'iON:
1. Applicant's name: Cabarrus County Schools (company, municipality, HOA, utility, etc.)
?. Applicant type: 0 Individual 0 Corporation 0 General Partnership 0 Privately -Owned Publi
0 Federal State/County El Municipal
3. Signature authrartty's name: Brian C» Cone per 1.5A NCAC 02T .0106(h)
Title: Director of Construction, Cabarrus County Schools
4. Applicant's mailing address: PO Box 388
City: Concord State: NC Zip: 28026-0338
5, Applicant's contact information:
Phone number: [phone] Email Address: Brian.Cone@Caba• k 2.n.c.us
Q Other
II. PROJECT INFORMATION:
1. Project name: West Cabarrus High School 2019 (WCI-ES 2019
2. Applicat'ioniProject status: Proposed (New Permit) 0 Existing Pernit+Project
If a modification, provide the existing permit number: WQOO and issued date:
If new construction but part of a master plan, provide the existing permitnumber: WQOO
3. County where project is located: Cabarrus
4, Approximate Coordinates (Decimal Degrees): Latitude: 39.3986' Longitude:-80,6440'
5, Parcel ID (if applicable): 5600-94-9671
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
I. Professional Engineer: Wesley Sherrill License Number: 15471
Firrn: Alfred Benesch & Co
Mailing address: 2359 Perimeter Pointe Parkway, Suite 350
City: Charlotte State: NC Zip: 28208-
Phone number: [phone] Email Address: wsherr'il nesch,com.
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River WW'TF Permit Number: NC0036269
Owner Name: Water & Sewer Authority of Cabarrus County
RECEIVING DOWNSTREAM SEWER INFORMATION (ifdiffer ent than WWTF):
1. Permit Nuimber(s): WO Downstream (Receiving) Sewer Size: 10 inch
System Wide Collection, System PermtitTM�umhe s)(jfapplicable): WQCS
Owner Name(s): City of Concord
WQROS
FORM: FTA 04-16
Page I of 5

• VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately-Own.ed Public Utility, has a Certificate of Public Convenience and Necessity' been attached?
0 Yes No NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational ,AgreernentLFORI DES:) been attached?
0 Yes ONO l N/A
3. If the Applicant is a Home/Property Owners° Associatiohas an Qpgrational Agreement (FORM; 1-1()A) been attached?
0 Yes DNo N/IA
4, Origin of wastewater: (check all that apply):
Residential Owned
0 Residential Leased
School preschool day care
0 Food and drink facilities
0 Businesses offices / factories
El Retail (stores, centers, malls)
0 Retail with food preparation/service
Ej Medical / dental / veterinary facilities
Ej Church
Nursing Home
5. Nature of wastewater : % Domestic/Commercial 100 % Commercial
% Industrial (Sec 15A NCAC 02T .010;3(20))
Li Car Wash
fl Hotel and/or Motels
0 Swimming Pool /Clubhouse
0 Swimming Pool/Filter Backwash
El Other (Explain in Attachment)
*Is there a Pretreatment Program in effect? D Yes
6. Has a flow reduction been approved under 15A_NCAC 02T .0114(f)? 0 Yes No
If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
No
Establishment Type 14(fl
Daily Design Flow Lb
No. of Units Flow
School
5 galistudent
1600 24,000 GPD
gall
GPD
gal/
aU
gal/
gal/
GPD
iPD
GPD
GPD
Total 24,000 GPD
a See I5A NCAC 021,01140,),(4),, (e)( 1)and (0(2) for caveats to wastewater design flow rates (i,e,, minimum flow per
dwelling: proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 021.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 24,000 GPD (per I 5A NCAC 02T .0114)
.%',0 Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
0 Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit Number:
0 Rehabilitation or replacement of existing sewer with no new flow expected.
0 Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 MDCIGravity Sewer
1. Summarize gravity sewer to be permitted:
Material
PVC
PVC
Section II & 111 of the MDC for Permitting of Gravity Sewers contains information related to design criteria
▪ Section III contains information related to minimum slopes for gravity sewer(s)
),4 Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable)- 021 .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: N/A
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
6. Power reliability in accordance with 15A NCAC 02T .0305(J1)(1):
1:1 Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)( 1)(B);
• Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
» Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
0 Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(11)(1)(C)
or
El Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)( I
"ao It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & I5A NCAC 02T .0305(0):
I. Does the project comply with all separations found in 15A NCAC 02T .030,_(5.1) & (g)
I5A NCAC 02T.0305(f) contains minimum separations that shafl be provided fo
Sto
s
nd other utilities n
Setback Parameter*
verticaF)
ter 'n (vertical-waterve sewer including in benched trench
ater mains (horizontal
Reclaimed water line
Reclaimed wate
ines horizontal - reclaimed over sew
ewe
Any° private or public water supply source, including any wells, WS-I waters of Class I or
imtounded reservoirs used as a source ofdrinkng water
ys.tet
S:
Yes LINo
.paration Required
24 inches
10 feet
inches
2 feet
100 feet
ers classified WS (except WS-I or WS-V), 13, SA, ORW, HQW, or SB from norma
high waterwateror tide elevation) and e d item 1X.2)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
50 feet
10 feet
Any building foundation
Any basement
Top slope of embankment
Drainage systemsd interceptordrains
ore vertical height
Any swimming pools
Final earth grade (vertical)
5 feet
0 fee
10 feet
5 fect
10 feet
36 inches
Y. 15A NCAC 02T.030510 contains alternatives where separations in 02I,0305(1) cannot be achieved,
Y **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
"Y If noncompliance with 02T.0305(f) or (g,), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of sepa n) P Yes 0 No fl N/A
'Y See the Division's draft separation requirements for situations where separation cannot be meet
Y No variance is required if the alternative design criteria specified is utilized in design and construction
Y As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? Yes
Y This would include Trout Buffered Streams per I 5A 'NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
Y Information can be obtained from the 401 & Buffer Permitting Branch
Yes
5. Does project comply with 1 5A NCAC 02T,0105(c)(6) (additional permits/certifications)? Yes No
Per I 5A NCAC 021'.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any .sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02-F.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
0 Yes No 0 N/A
Y If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per I5A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICAT ft)N
I, Does the iodine itted system comply with ISA NCA 02T CJtJ. P UttJn. f PitAMP 514119111
0114..E.91W' ii.md ie cavity . a.s applicable?
M Yes
IF No, complete and submit the Variance.' Alternative Design Request application ( VAN; 10-14) and supporting documents for
review, Approval of the request :4 reAtiired prior to stihrnittal nithe Fast 'Track Applienittart and 310)pp. tint/ itociimeats,
2. ProtcoraI Engineer's Certification:
14.4.ne
Rrofe. sional Engneer's name from Application Item 111.1.)
attest that thls. application for
has been reviewed by me and is accurate, complete- and consistent with the information supplied in the plans,specifications,
engineering calculations., and all other supporting documentation to the best of my kno kdgc 1 further attest that to the best
of my knowledge the. proposed design has been prepared in accordance with the applicable regulations, Gravity SCWer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the East -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package„ inclusion of these materials tinder my" sipatore and seal signifies that. I have reviewed this material and
have Judged it to be consistent with the proposed design,
NOTE — In accordance with General Statutes 143-215:6A ,and 1,43-215„6B, any person who ,knowingly makes any false
statement, representation, or certification in any application package shall he guilty of a Class 2 misdemeanor. which may
include a fine not to exceed $10.000. a well as civil penalties up to $.25.000 per violation„
North Carolina Professional Engineer's seal, signature, and date:
3, Applicant's CertFauon per 15A NCAC 02T .0106(b):
dff. car---' attest that this application for
tSienature Atnhontsis name 8.i title from Application Item 1.3,1
has been reviewed by me and is accurate and complete to the best of lily knowledge. I understand theta if all required parts of
this application are not completed and that if ilI required supporting documentation and anachments are not included, this,
application package" is subject to being returned as: iticomplere_ I understand that any dischatiee of wastewater from this non -
discharge N1' stem to surface waters or the. land will. result in an immediate enforcement action that may include civil penalties,
injunctive reIet and or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated_ I also understand that if all required parts of this application package are not completed and that if
all required .supporfing information and attachments are not included, this application package wili he returned to me as
incomplete,
NO'FF In accordance ivith General Suit:ores .1_4,-2t54A and 143-215:6B, any person who knowingly makes any false
statement representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include ia fine not to exceed $.10,000 as well as civil penalties up to 525,000 per violation,
Signature:.
I: FA 04-16
46otor of
Page 5 of 5

WSACC
January 29, 2018
W. Brian Hiatt
City Manager
City ofConcord
P. 0, Box 308
Concord, NC 28026-0308
Subject: Flow Acceptance Request - City of Concord
Weddington Road Cabarrus County High School Private Sewer
Dear Mr, Hiatt:
WATER & SEWER AUTHORITY
Of CABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704,786.1783 • 704,795,1564 Fax
www.wsacc.org
This is an approval of the flow acceptance request received by the Water and Sewer Authority of Cabarrus
County (WSACC) from the City of Concord on January 25, 2018„ 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 Weddington Road Cabarrus County High School Private
Sewer, located on Weddington Road. The referenced project will serve a high school with 1,600 students and
sports facilities, with a projected wastewater flow of 24,000 gallons per day (gpc1). The wastewater generated by
this project will be conveyed through the proposed 8-inch line, through an existing gravity system, and then enter
WSACC's system at the existing 36-inch: Coddle Creek Interceptor. WSACC agrees to accept wastewater from
the proposed development based on information provided by Alfred Benesch & Co. (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 .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. The list and schedule of CIP 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 arid a second .request and approval will he 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,
J. Thomas Hahn, P..E„
Utility Systems Engineer
cc; Sherri Moore/Concord
Wesley E.„ Sherrill, PE/Alfred Benesch & Co.
Michael Wilson/WSACC
Tim Kiser, PE/WSACC
Chad VonCannon, PE/WSACC
Mark Lomax/WSACC

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requestingw Acceptance: : January 20, 2018
City of Concord DCky fKannapoIis 0Town of Harris OWTI of Mt. Pleasant
DCharlotte Mecklenburg Utilities
Project Title. Description, and Number of Lots/Unit:
Project Title: Weddinoton Rd_Cabarrus Counts/ Hith Sehool,Private Sewer — (CoC Prefect tt; 2017-04,3)
Description: :The Waddington Rd Caharrus County Hitt School Private Sewer engineering plans and Specification%
d led W She 1,4 P w' d Bene h c rivatelv owned an r
wastewater collection system eater consistinti of pro,jn Iy9i inear feet of 8-incb sanitary sewer with
holes 144 Linflnearfeetof6-nehnjtar swrCleockunouts nd othe a1owtenatcesto serveh 1
school complex with sportities located off of Wtddington Raul grid Harrison Drive NW with an average domestic
+.vastewater discharge of 24.9QQ ciPP.,
umber of Lots: 1 OR *Number of Units: *Must be included in request.
Where will the new line be connected;
0 Directly into a WSACC Interceptor
Into the Jurisdiction's existing collection system
Into a private line
Deseribe the location of the tie-in line to which the new sewer line will connect: The proposed DritiatC 8-410_511114ml°
sewer extension will tie-in to the existing City of Concord's 12-Mch. 10-inch and 8-i' 11 sanitary sewer sysierijs. which
exthJ6!inch PVC WitikcC Middle Coddle Cree intereentor
Which WSACC Interceptor will the flow ultimately be discharged into: 36-inch PVC WSACC MiddleCuddle Creek
Interceptor
What Is the WSACC manhole nurnber that the flow will be discharged into? -*4- Node 012576
What is the quantity of flow that will be discharged? 24,900 GPD
Flow type:
Domestic jj_10_ 'Y. 0 Commercial fe 0 Industrial
astewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
Muddy Creek Wastewater Treatment Facility — Pernik aNC00$1621
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 ofthe tap, will
be required before flow acceptance wit, be provided.
Mark Lomax at 704-786-1783, ext. 231, must be notified 48 hours in advance Ora connccton nto 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 approval 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:
Current sel..,...1yeapdel show
Approved
Current Sewer Model shows:
frf
DATE:
as being surcharged south ot the manhole in question,
0 Not Approved
(JURISDICTION USE ONLY)
Weddington Rd Cabarros County High School Private Sewer — (Cot; Project #: 2017-043)

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
(WSACC USE ONLY) Weddington Road Cabarrus County High School Private
Sewer
Section I: Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit 01C0036269
fl Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
WWTP facility's permitted flow, MGD
Estimated obli ted flow not yet tributary to the WWTP, MGD
P facility's actual avg. daily flow, MGD
ow forthsscicreuesMGD
Total ual and obligated flows to the facility, MGD
Percent of permitted flow used
26.500
1.658
17.040 (64:30% ofpei
0:024
18.722
70.65%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP,
Pump Station
Firm Capacity * Denugn Average D711 ly Hew tot ' Appros, Current Obge, NYet
liatdot
(A) (Dr) .(C)
(Name Or Number) i MGD (Firnitpl)
MGDAvernr D''aily flow lsutary 'Daily Flow
h4G0 ,
l i t
Lower. Rocky River PS 37.000 100 &290 I 1,291
(D) in+C)
Total Current Flow
Plus Oini led Flow
MCD
A vailabk
Capacil y• • •
MCD
9.581 5.219
• The Firm Capacity of any pomp stiffen is defined is tbe maximum pumpedMau can be schhes-ed with the largest pomp ftke, ot service.
**Design Average Daily Flow is the arm capacity of the pomp station divided by a peaking factor mot less Mae LS.
."°A Planning Assessment Addendum shell be attacked for eh p station located between ttc proiect co.uatthnt c %NWT? where Availabk Capacity is < O.
Section 111. WSACC Certification Statement:
1, J. Thomas Rahn, PE, 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 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 treatment plant under 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 1 and Section II 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 forn_LiActiEates acceptance of this wastewater flow,
'C Signing
Revislon Date; 08/09113
Signature

State of North Carolina
Department of Environmental Quality
Division of Water Resources Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE - 01/14)
jurisdiction Requesting Flow Acceptance for Collection System:
City of Concord ECity of Kann.apolis OTown ofHarrisburg TiTown ofMt P easant
ECharlotte Mecklenburg Utilities
Project Title, Description, and Number of .Lots/Unit:
Project Title: Wedding -ton Rd Cabarrus County High School Private Sewer —Project 2017-043
Description: The Weddington Rd Cabarrus County High School .Private Sewer .engineering .. and 1.ficat
prepared and sealed by Wesley E, S.herrill, NCPE, with Alfred. lieriesch & Co„ fur the privatelyprivelv od and operated
wastewater collodion system extension consisting of_approximately .596 linear feet of 8-inch sanitary sewer with manholes, .144
linear feet of 6-inch sanitary sewer with cleapouts and other a urtenan.ces to serve the 1,600 student high school complex with
sports facilities located off of Weddington Road and Harrison DriveNW with an average domestic wastewater discharge of
24,000 GPD.
What is the quantity of flow that will he discharged? 24,900GPD
Flow type:
Domestic 100 % El Commercial
Industrial
/0
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Interceptor connection point.
(A) (13.) (() (D)
Pump Station. Firm Capaciry Design Average Daily How •* Approx. CIA -lent Obligated, Not 're i Twill Current Flow
(Name or Number) 1 NIGO t.Fieru,pt) Ai+erapii Daily Flow "hibutar,ii Dai.ly Flow Pius Obligateid Floss,
!ACV MGD MCI)
*The Firm Capacity of any pump station is defined as the maximum pumped flow that can be achieved with the largest pump taken out of sersice.
I **Design A ver age DadFlew is the firm capacity of the pump station divided by * peaking factor not less than
***A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the 'ANA '11' W1 he r e Available Capes
Available
Capacity...
MCI)
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 01 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 listedabove in Section 1 plus all attached
planning assessment addendurns for which,. to the best. of rny knowledge, will riot adversely affect the downstream sewer
capacity. Signature of this form indicates acceptance of th.is wastewater flow.
M. Sue Hyde by
Sby +by., F,C. Cbabro,d, oa.bingyboy,,,, YUY
Arisdietion's Signing Vicki! Signature
ate
(WSACC USE ONLY)
Weddington Rd Cabarrus County High School .Private Sewer — (Cu(' Project 2017-043)
r*on.Datc: 08109,213

1,4 OKTH CAROLINA
High Perfunriance lying
71717i021' 111%;1111111111111
Cabarrus County Schools
Brian Cone, Director of Construction
PO Box 388
Concord, NC 28026-0388
704-262-6258
Brian.cone@cabarrus,k12,nc.us
850 Warren C. Coleman Blvd., P.O. Box 308, Coneonl, NC 28026-www.eonconine,gov
February 9, 2018
SUBJECT: City of Concord illingness to Serve
Private Wastewater Collection System Extension/Modification
City of Concord Project Title: Weddington Rd Cabarrus County High School Private Sewer
City of Concord Project # 2017-043
Receipt Date: February 9,2018 (WSACC Response dated January 29, 2018)
February 5, 2018 (Complete Package)
Engineering Plan Seal Date: January 16, 2018
WSACC Rocky River WWTP — NC0036269
ofConeord, Cabarrus County, North Carolina
Dear Mr. Cone:
This letter is to confirm that on Feb uary 5, 2018, our office received the .Weddington Rd
Cabarrus County High School Private Sewer approved engineering plans and specifications, a digital
copy of the engineering plans, and private wastewater collection system application, as prepared and
sealed by Wesley E. Sherrill, NCPE„ with Alfred Benesch & Co., for the privately owned and operated
wastewater collection system extension consisting of approximately 596 linear feet of 8-inch sanitary
sewer with 'manholes, 144 linear feet of 6-inch sanitary sewer with cleanouts and other appurtenances to
serve the 1,600 student high school complex with sports facilities located off of Weddington Road and.
Harrison Drive NW with an average domestic wastewater discharge of 24,000 CiPD,
The City of Concord's public wastewater collection system has the capacity to accommodate the
estimated total average wastewater discharge of 24,000 GPD based en the information indicated on the
NCDENR. Fast Track applicationfor the project. The City of Concord, however, will not guarantee the
acceptance of any additional requests, revisions, deficiencies, or expansions that were not included in the
consulting engineer's submitted engineering plans, specifications, reports, and/or calculations associated
with this private system.
THE CITY OF CONCORD AND ITS STAFF ARE NOT RESPONSIBLE FOR ERRORS
IN DESIGNS, CALCULATIONS, DRAWINGS OR STATEMENTS SUBMITTED BY
APPLICANTS, THEIR TECHNICAL CONSULTANTS, SURVEYORS OR ENGINEERS. THE
CITY OF CONCORD AND ITS STAFF ARE NOT RESPONSIBLE FOR FINDING OR
CORRECTING ANY ERRORS OR DEFICIENCIES IN PLANS SUBMITTED TO THE CITY
OF CONCORD FOR REVIEW AND APPROVAL. THE CITY OF CONCORD DISCLAIMS
ANY LIABILITY FOR ERRORS CONTAINED IN PLANS SUBMITTED TO THE CITY OF
CONCORD, THE SIGNATURE OF THE CITY OF CONCORD ENGINEER MAY NOT BE
RELIED UPON TO ESTABLISH ANY DUTY OR RELATIONSHIP (SUCH AS A THIRD
Engineering
Phone [phone] • Fax. [phone]

PARTY BENEFICIARY) WITH ANY PARTY USING THIS PLAN OR DRAWING. PARTIES
USING THIS DOCUMENT SHOULD CONDUCT THEIR OWN REVIEW AND ANALYSIS
FOR MAKING A DECISION IN RELIANCE ON THIS DOCUMENT.
This letter shall not be construed as an Authorization to Construct by the City of Concord. All
applicable permits associated with this project in:ust be obtained and copies must be presented on site
prior to commencement of the work.
IMPORTANT: The Cabarrus County Schools must submit a copy of the NCDENR-Division of
Water Quality, Non -Discharge approval letter and authorization to construct permit and a copy of the
engineer's final certification to the City of Concord prior to interconnection with the City of Concord's
public wastewater collection system. The City of Concord must be present to observe the connection of
this private system, in order to meet the Standard Specifications for Wastewater Collection and Water
Distribution for Cabarrus County. Contact Gary Stansbury, Construction Administrator, at (704) 920-
5404 at least 48 hours prior to the initiating system connection.
Construction of the private wastewater collection system project shall be in accordance with 1.5A
NCAC 02T,0300; The Division of Water Quality's Gravity Sewer Minimum Design Criteria adopted
February 12, 1996, as applicable. This does not constitute an acceptance of any part of the project that
does not meet North Carolina Administrative Code Title 1.5A 02T.0300, as a.pplicable. 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 facilities, andlor referral of the North Carolina -
licensed Professional Engineer to the licensing board.
Please be aware that the City will not assume any responsibility for the operation and
maintenance of the subject private wastewater collection system that is located on the property beyond
the public utility easement/rights-of-way.
The Cabarrus County Schools will be responsible for complying with the regulatory
requirements in accordance with North Carolina Administrative Code Title ISA 02T.0300, the
maintenance and operation of the private wastewater collection system, and obtaining the required permit
approvals associated with the private wastewater collection system. Please review this section of the
Administrative Code prior to submitting your application to the State. If the permit applicant is unable to
perform all of the operation and maintenance duties required by the State's Administrative Code, a
private wastewater collection system extension should not be requested.
The City reserves the right to disconnect the subject wastewater collection system and potable
water service from the City of Concord's public system if improper operation and maintenance of the
private system violations of any Federal, State or local regulations, ordinances, or policies.
After the private wastewater collection system has been constructed and prior to water service
activation, the Cabarrus County Schools must complete the NCDENR DWQ regulatory requirements in
accordance with North Carolina Administrative Code 15A NCAC 2'1' for final approval and the Cabarrus
County School's engineer must certify that the private wastewater collection systern has been installed in
accordance with North Carolina Administrative Code 15A NCAC 2T.

Hy
A copy of the engineer's certifications, primate system final approval/acceptance letter, and
correspondences, as applicable must be submitted to the City of Concord.
Sincerely,
City of Concord
Si lain WON signed lo04, Sue Hyde
IL; oxy-A. Hydo mCky of
Como -of, otoEngiromfing,
emailyloydoommoodmam
e c'tj5
Dem 18.02/2 $EHO:04 CHOY
M. Sue Hyde„ PE
Director of Engineering
Date
Altachmentm WSACC Approval Letter
FTSE-01/14 signed by Sue lki Hyde on I/2212018
FTSE-01/14 signed by Timothy Rr Kiser on 1/2972018
Electronic cm
Project 420043
Alfred Beriesch di Co
Wesley E. Sherrill, NCPE
2359 Perimeter Pointe Parkway, Suite 350
Charlotte NC 28208
wsherrillw bedew...Room
Sincerely,
City of Concord
Thomas A. Bach, PE
Engineering Manager
Water Rt3sourc
'llorrias A, Bach, Engineering Manner, Wastewater Resources, bacht@concorithte,goy
Gary Stansbury, Construction Administrator, htansbutyg@Honcordnc„gov
IVL Sue Hyde, Director of Engineering, hydes@cortcorrinctgov
Date
1
•

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laps, 4173 Weddington Rd NW
Image capture: Apr 2017 © 2017 Google
Concord, North Carolina
Google, Inc
Street View - Apr 2017