WQ0039763_Regional Office Historical File Pre 2018

IN'u.ter Pc,riource',5
Janua
Mr. Wilmer Melton, 111, Director of Public Works
City of Kannapolis
401 Laureate Way.
Kannapolis, North Carolina 28081
ROY COOPER
00,ernor
MICHAEL S. REGAN
SeCmlary
LINDA CULPEPPER
Oirec:kw
?6, "2018
Subject: Permit No. WQ0039763
City of Kann.apolis
Odell School Landings
Wastewater Collection System Extension Permit
Cabarrus County
Dear Mr. Melton:
In accordance with your application received January 25, 2018, we are forwarding herewith Permit No.
WQ0039763 dated January 26, 2018 to the City of Kannapolis (Permittee) 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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as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 permit:
Condition 11.1: This permit shall not he automatically transferable; a request must be made and approved.
Condition 114: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with I5A NCAC 24 .0403 or any individual system -wide collectionsystem
permit issued to the Permittee.
It shall be 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 §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.
If any parts, requirements, or limitations contained in this permit are unacceptable, you. have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center,. Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
State or North Carolina Environmental Otaa3ity Water Resources I Water Quality Regional Operations
Mooresvii le Regionai Office 61.0 East Center Avenue, Suite 301 Mooresville, SPirth Carolina 28I. I 5
704 663

'on need additional information concerning t
via ail at pri,trr -iancdnr.goy..
Sincerely.
s Planer; please unntat Ori TuYia at
by W. Core y, Basinger, Regional Super or
Water Quality Regional Operations Section.
i i\ sir n of Water Resources, NESDEQ
Dave Braun (, (L-copy)
Mooresville Regional Office Files
Water Resources Central Files
PERCS ( -copy)
Page 2 of

Dv? VITOnfl en MI.
Qt ality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PER
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable 1;„,aws, Rules, and Regulations, permission. is hereby granted to the
City of Kannapolis
Cabarrus County
for the construction and operation of approximately 100 linear feet of 8-inch gravity sewer to serve
the Odell School Landings Project , and the discharge of() additional (30,799 GPD were permitted
under the city of Concord permit 04-1022526 MOD 1) Gallons per day- of collected wastewater into
the Water and Sewer Authority of Cabarrus County's existing sewerage system, pursuant to the
application received January 25, 2018, and in conformity with 15A. 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 tiled and approved by the Department of
Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subjectsubjectto the specified
conditions and limitations contained .therein.
hy W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section.
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0039763
Permit Issued: January 26,2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
City of Kannapolis 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
1.5A 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 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-construeted.
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, 0 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. [15A T.N&AC, 02T.0304 (b)]
U. STANDARD CONDITIONS
1, 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.01.04; G.S 143-215.1.(d3)]
'This permit. shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A 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 materials unless specifically mentioned herein. [15A NCAC
02T,0110]
This 'permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [1.5.A NCAC 02T .0110]
4, 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 15,A NCAC 2T ,0403. If an individual
permit is not required, the 'following performance criteria shall be met: [1.5A 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 grou:ndwater 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 (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 he inspected at least once per every six months and inspections
documented.
g,
A general observation of the entire e e system shall be conducted at least once per year.
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 §1.43-215.1C.
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 far 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 it' necessary to prevent grease -related sanitary sewer overflows,
Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j.'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 Perminee shall report by telephone to a water resources staff member atthe Mooresville Regional
Office, telephone number [phone], as soon as possible, but in no ease more than 24 hours
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 SSO and/or spill over 1,000 gallons; or
c. Any SSO andlor 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 [phone] 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. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO as beyond control, IG.S. 1'43-
21.5.1C(al.)]
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. [ISA NCAC 02T,0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed.
Engineering Certification forrn 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 Permittee to
appropriate enforcement actions,
If the permit is issued to a private entiq 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 arc
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 be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc,
b. (inc 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 tune 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 th.e pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timefrarnes, shall be provided,
c, Changes to the project that do not result in non-compliance vv,ith this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final 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
numberitype of connections), regulations, or the Minimum Design Criteria, Requested modifications
Page 6 of 8

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 pertnitting 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. [15A NCAC 02T .0116]
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 all 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 be evident prior to completing and.
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be 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, 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 §I.43-215.6A
through §1.43-21.5.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the -licensing board. [15.A
NCAC 02T .0104; E5A NCAC 02T .0108(b-c)]
11. 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 I 1 0; 15A NCAC 02T .0108(b)]
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. 143-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: CITY OF KANNAPLIS
PERMIT #: WQ0039763
PROJECT: ODELL SCHOOL LANDINGS
ISSUE DATE: JANUARY 26, 2018
This project shah 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 tributar‘,,, 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
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer 'belowhas provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
1, , as a duly registered Professional En )(leer in the State ofNorth. Carolina,
having been authorized to observe (1--- periodically, I weekly, Li 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 of the 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 ,/signature & date:
E Final
Partia
inc
ude 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]

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER. SYSTEM EXTENSION APPLICATION
ETA 04-16 & SUPPORTING DOCUMENTATION
Application Number.
7 5 (.1„ be conipicica by nwto
All items must be completed or the application
APPLICANT INEORMA'TION:
Applicant's name: City of Kannapolis (company, munic.ipatity„ 110A, utility, etc.)
2 Applicant type: Individual Ej Corporation LI Cieneral Partnership Privately -Owned Public ttfility
Lit Federal atetcounty lunicipal E Other
Signature authority's Mille: Wilmer Melton, Ill per 15A NCA(17021," .0106(b)
Eitle: Director of Public Works
4, Applicant's mailing address: 404 Laureate Wav
Cit: Kannapolis State: NC Zip: 28081 -0005
5. Applicant's contact information:
Phone number: [phone] Email Address: wrnellongkannapolisnc.gov
II, PROJECT INFORMATION:
1. Project name: Odell School 1 aridings
2„Application/Project status:
Proposed (New Permit) El Existing Permit/Project
If a modification, provide the existiTIL: permit number: \WOO and issued. date:
1111CW construction but part of a twister plan, provide the existing permit number: WQ00
3.. County where project is located: Cabarrus
4,. Approximate Coordinates (Decimal Degrees): Latitude: 35.4408/ 1ongitude: -80.7296'
5, Parcel ID (if applicable): 4-6824090120000
(or Parcel ID to closest downstream sewer)
111, CONSULTANT INFORMATION:
Professional Engineer: David Braun License 'Number: 30669
Finn: Van Horn Hoover and Associates, Inc
Mailing address: 5257 Pit Road South
City: Concord State: NC Zip: 2.8Q27-____
Phone number: [phone] Email Address: daehraun va/ o re :coin
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1, Facility Name: Rocky River Regional Wastewater Treatment Plant Permit N Then NC0036269
Owner Name: Water & Sewer Authority of Cabarrus County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ
System \Vide Collection System Permit Number(s) (if applicable): WQCS
Ov Name(s):
FORM: 1fA 04-16
Page 1 of 5

GENERAL REQUIREMENTS
I.lfthc Applicant :is a Privately -Owned Public litility, has a Certificate of Public Convenience and Necessity been attached?
LI Yes 0No NIA
If the Applicant: is a Developer of lots to be sold, has a Developers Operational Agreement (FORM:.DEV) been attached?
0 Yes LINo N/A
3. ilf the Applicant is a Home/Property 0 :ners' Associa(ion„has an Operational Agreement,IFORM: HOA) been attached?
El Yes flNo N/A
4. Origin of wastewater:(check all that apply):
El Residential Owned
0 Residential Leased
Ej School / preschool day care
ID Food and drink facilities
0 Businesses offices / factories
etai I (stores, centers, malls)
ail with :food preparation/service
ical / dental veterinary fiitilities
Church
Nursing .Home
5. Nature of wastewater % Domestic/Commercial 100 % Commercial
% Industrial (See 15A NCAC 02T .0103120))
s there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02717.0114Hr LI Yes No
l; Dyes, provide a copy of flow reduction approval letter
7. Summ.arize wastewater generated by project:
Establishment Type (see 02T.0114(f))
----------
Daily Design Flow ''‘)
gal
gal
[-J Car Wash
0 Hotel andlor Motels
Ej Swimming Pool ?Clubhouse
ij Swimming Poolllilter Backwash
111 Other (Explain in Attachment)
No
No. of Units Flow
GPD
gal
gall
G PD
GPD
GPD
GPD
GPD
Total
0 GPD
a See 15A NCAC 02T .0114(b), (dije)Ll) and (e)12) 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 I5A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall
be determined using available flow data, water using fixtures,. occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: Q GPD (per 15A NCAC 02T .0114)
,' 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
Flow has already been allocated in Permit Number: City of Concord: Permit 04-1022526 Mod 1
El Rehabilitation or replacement of existing sewer with no new flow expected
0 Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VII. GRAVITY SENVER DESIGN CRITERIA (If A pi)licatne) - 02T .0305: & MD( (Gravity. Sewers):
1. Simimarize gra i scorer to be perm itt
Site (inches)
8
Length (feet) INIaterial
I 00 DIP
Section II & 111 11 the NIDC for Perrnitting of Cmaa it,>, Sew el h contains itifortriation related to design criterh,1
Section III contains Mformation reloted to mina -rums shapes for gra‘ity sew erM)
(Ts ersizing lilies to meet minimum slope requirement is not 1Io ed and a iolation of the AID('
VIII. PUMP SIATION DESIGN CRITERIA (If Applicable),— 021' .0305 & MD( (Pump Stations/Force Maim):
COMPLETE FOR EA( 11 Pt NIP STATION INCLUDED IN THIS PROJECT
I. Punt p station number or name:
2. Approxitnate Coordinates (Decimal Degrees): Latitude: I,on gitude:
3. Design) flaw till the pump station: rnillions gallons per day (firm capacity )
4. Operational poind(s) of the purrip(s): grillons per minute al feet total dynamite head (lf D11)
5 Sumtnarize the la)ree main to he permitted (for this Purim Station):
Size (itches)
6, Power reliabilit) in accordance with 15A NCAC 021 .0305(h)(1):
Material
111 Standby power source or pump with anicaraltic activation and telemetry - 15A NCAC 021 .0305(1)(1)(B):
Required for all pump stations with an akerage daily flow lgreater than or equal to 15,000 gallons per day
Must be permanent to facility
Or if the pu ip station has an average daily flow less than 15.,000 gallons per day:
LI Portable power source with ntaillial activation, quick -connection receptacle and telemetry - 1 NC,\ C 021
,0305(11)11ahl)
or
El Portable pumping unit with plugged el it punm connection and telernetr), - 15A NC,A h' 021 .030511-ii(1)(C):
It shall be demonstrated to the Dis isi)n that the portable source is owned or contracted by the applicant (draft agreenient)
and is compatible NNith the station.
If the porntble power source or pomp is dedicated to multiple pump stations, an mahmtam of all the pump smtions'
storage capacities and the rotation schedule of the portable power source or pump,. including tPik el tiniefranies. shall he
pros ideal in the case of a multiple station power outage,
015

SETBACKS & SEPARATIONS — (0213 .0200 & 15A NCAC 02T .0305(f)):
I Does the project comply Nvith all separations found in 15A NCAC 02T .0305(0 & (g) Yes LJ No
7:- 15A. NCAC 02T.0305(f) contains minimum separations that shall be plovided for sewer systems:
Setback Parameter*
sewers and other utilities not listed below (vertical)
4:7 mains vertical -water over sewer including in benched trenches)
Water mains (horizontal
Reclaimed +vater lines (vertical - reclaimedover sewer)
Reciainted water lines thorizontal reclined aver sewer)
**Any private or public \valet supply source, including any Nvells, WS-I waters or Class 1 or
Class 11 impounded reservoirs used as a source of drinking water
**Waters classified WS (except WS-I or WS-V), B. SA, ORW, HOW, or SB from normal
t211 water (or tide elevtttion) and wetlands (ee 'item I X 2)
**Any other stream, lake, impoundment, or ground ‘vater lowering and surface drainage
ditches 10 feet
5 feet
Separation R.Nuired
24 inches
18 inches
10 feet
18 inches
2 feet
50 'feet
n Av building' foundation
....,,
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height feet
Drainage systems and interceptor drains
1 Any swimming cols
1 Final earth grade (vertical)
5 feet
10 .feet
„» inches
I 5A NCAC 02T.0305(g) contains alternatives where separations in 021,0305Lp cannot be achieved.
**Stream classifications can he identified using the Division's NC Surface Water Classifications We bpne
If noncompliance iNith 02T.0305(1) ori,g), see Section X of this application
Does the project comply with separation requirements for wetlands? (50 feet of separation) Z Yes
- See the Division's draft separation requirements for situations where separation cannot be meet
variance is required if 'the alternative design criteria specified is utilized in design and construction
7.. As built documents should reference the location of areas effected
:t„ Does the project comply with all setbacks found in the river basin rules per 15A NCAC 0213 .0200?
70. This NA'ould include Trout Buffered Streams per )5A NCAC .213.Q202
E Yes E1J No
4, Does the project comply with. an individual 404 'Permit or any 401 Certifications?' L Yes LIII No
Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
7.- Information can he obtained from the 401 & Buffer Permitting Branch
5. Does project comply 1,vith 15A NCAC 02,17,0105(c)(k) (additional permitslcertilications)? Z Yes No
Per 15A NCAC 02T.0105(g)(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 I5A. NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, soya contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer,
[1] Yes No
If yes, include an attachment with details for each line, including tyr (aerial line, size, material, and loca
High priority lines shall be inspected by the permittec or its representative at least once every six -months and
inspections documented per 15A NCAC 02'1.0403(05) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

CERTIFICATIONS:
I, Does the submitted system comply v ith LA NCAC 02T, the Mit ksign Criteria for the :Permitting of Pump Stations
and Force Mains (jatest version), and the Ciravity Sewer Minimum Design Criteria (latest version) as applicable?
El Yes El No
11 No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the request is required prior to submittal of the Fast Track Application and supporting
documents,
2. Professional Engineer's Cenification:
(Professional Engineer's name from Application Item .
attest that this application
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 ledge. I :further tit -test that to the best
of in knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity.: Sewer
:Minimum. Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast - 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 under my signature and seal signifies that 1 have reviewed this
material and have iudged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 1.43-215.6A and E43-215,6B, any person who knowingly makes any false
statement, representation., or certification in any application package shall be guilty of a Class 2 misdemeanor, w.hich may
include a fine not to exceed $10,000, as Nvell as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0.106(b):
1,
1 '1 • , ! ,
rra
(Signature Authority's name & title from Application Item 1.3.)
attest that this application for
has been reviewed by me and is accurate and complete to the best ,of my knowledge. 1 understand that Wall 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, I understand that any discharge of wastewater front this non -
discharge system to surface waters or the land vvill result in an immediate enforcement action that may include civil penalties,
injunctive relief, and or criminal prosecution1 will inake 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 supporting information and attachments are not included, this application package ‘‘,/ill he returned to
me as incomplete,
NOTE In accordance i,vith General Statutes 1.43-215.6A and 143-215,6B, 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 as well as civil penalties up to 525,000 per violation,
Signature:
Date:
FORM: FTA 04-16
Page 5 of 5

CHQO , LANOINGS ..
TARY SEWER SITE „
OHN
\ !
EXISTING GRAVITY
SANITARY SEWER
e
ODELL SCHOOL ROAD OFF -SITE SANITARY SE I'ER
LOCATED IN CONCORD, NC
USGS KANNAPOLIS, NC, 2013 QUAD.
SCALE: 1"=1000'

141411N: • NC Slat hit c Semt • atikSI8ett
Mr, Michael B. Legg
City of Kannapol
401 Laureate Way.
Kannapolis, NC 28081
January 11, 2018
Subject: Flow Acceptance Request — City of Kannapolis
Odell School Landings
Dear Mr, Legg:
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 Karmapolis on January 4, 2017, WSACC has or will have capacity at the
Rocky River Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport and treat the
commercial wastewater from the proposed project entitled Odell School Landings, located off NC Highway 73,
Fhe referenced project \ II rve a commercial dev:elopment, Pow allocullon of 3'0,799 gpti was previously
requested /or the 0(01 .School Landings OffSite Public 8-Inc h ,Sewer Main, TESACC understands that no
additional flow allocation is requested with the current component of this project, and that the 30,799 gpd
requested is the total flow allocation requested for the Odell School Landings project 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 Rocky River Interceptor, WSACC agrees to accept wastewater
from the proposed development based on information provided by Van Horn Hoover and Associates, Inc, (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
firture. Projects on the CIP are subject: to approval by WSACC's Board of Directors, support from local
governing bodies, regulatory approval„ and t`unding ay.ailabilitv, 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 NVithifi two (2) years of the date of this approval, the approval is
rescinded and a second request and approval will be required. Please notify WSACC, in writing, when
construction of this project is initiated,
If you have any questions, please call me at [phone]. extension 228.
Sincerely,
Thomas .Hahn, PE
Utility Systems Engineer
cc: Misty Lippard, PE/Kannapolis
Wilmer Melton/Kannapolis
David Braun, PEVan Horn Hoover and Associates, Inc,
Michael Wil son/WS ACC
Tim Kiser, PE/WSACC
Chad VonCannon, PE/WSACC,
Mark Lomax/WSACC

Division of Water oumes
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(l ISE-01/14l)
(WSACC USE ON Y) Odell Schooandings
Section 1. Name of wastewater treatment fat i it (WW=I-F) receiving waste rater:
Rocky River Wastewater Treatment Facilityt Permit NC0036269
E JMuddy Creek Wastewater Treatment Facility Peso tit 7NC0O81621
led flow, MGD
Estimated obligated flow not yet tributary to the WWTP.
WTP facility's actual avg, daily flow, MGD
ttal flow for this specific reeluest, N1(miD
Total actual and oblivied flows to the faculty, 'MGD
'Percent of permitted. flow used
17,040 (64.30u/
0,000
18.625
70,28%
Pump stations along the route from the Jurisdiction's connectionpoint t
Pump Station
(Name or Number)
Rocky Rivct PS
FP.
Firm Ca
Oblipat'ed, Not Yet
Trobata,ry Daiiv Clow
p station is defined as the maximum pumped noes that can he .achieved with the largest pump taken out of service
apacit't of the pump station divided by a peaking factor not less than 2.5.
attached for eat pump station located
he project connection point and the WWII' I' wh`apathy is <d.
Section lll. WSACC.. Certitication Statement:
1, J Thomas Hahn, PE. ceitify that, to the best of my knowledge, the addition oaf the vol'tmte caf vwastevvater to be per�lnitted
in this project has been evaluated along the route from the connection to the interceptor receivingwastewater
treatment facility; and the flow from this project is not anticipated to cause any capacity related sanitary sewer overflows
or overburden on any downstrea.m.. pump station in route to the receiving treatment plant under normal circu.nistances,
given the implementation of the planned improvements identified in the planning assessment where applicable. `phis
analysis has been performed in accordance with local established policies and procedures using the hest available data.
This certification applies to those items listed above in Section i and Section ll plus all attached planning assesslncnt
addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity, Signature
of this form indicates accetattce of this wastewater flow.

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
jurisdiction Requesting Flow Acceptance: ate: 8/30/7
ElCity of Concord City of Kannapol is Iown o Harrisb trg. Town of Mt„ Pleasant
LICharlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Odell School Landins—Project
Description: The Odell School Landings engineering plans and specifications, as prepared and sealed by David Braun,
NCPE, with Van Horn Hoover and Associates, Inc„,for the wastewater collection system extension consistilW of
ap_proximatelv .100 linear feet of 8-inch sanitary sewer with 1 manholes and other Appurtenances to serve ()deli School
Landingslocated along Highway 73 at Odell School Road, with a wastewater discharge, previoushLsierinitted bv City of
Concord, of 30,799,c3PD underperm it iiO4- I. N:2520 Mod
'Number of Lots: Lcommercial parcel OR *Number of Units: "Must he included in request.
Where vvill the new line be connected:
LI
El
Directly into a WSACC Interceptor
Into the Jurisdiction's existing collection system
Into a private line
Describe the location of the tie-in line to which the new Se8Ver line will connect: The proposed 8-inch sanitary sewer
extension will tie-in to the existing 8-inch sanitary sewer systern,, which extends to the 36-inch PVC WSACC Rocky
River interceptor
Which WSACC Interceptor will the flow ultimately be discharged into: 36---inch PVC WSACC Rocky River
Interceptor
What is the WSACC manhole number that the flow will he discharged into? +/- Node 01179.5
What is the quantity of flow that will be discharged? 0 GPI)
Flow type:
EI Domestic "A) Commercial 100 Lil Industrial
Name of wastewater treatment facility (WWTF) receiving vvastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
E Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
Design drawings of new lines will he 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 NYSACC, interceptor, detailed drawings including specification of the tap, will
be required before flow acceptance will be provided.
Mark Lomax at 704-786-1783, ext, 231, must he notified 48 hours in advance of a connection into a WSACC interceptor,
WSACC will inspect connection before, during, and after completion.
If construction is not started within two (2) j'ear from the date of approval of the flaw acceptance for this project, the
approval 4 rescinded and a second request and approval will be required far the project.
VSACC USE ONLY: DATE:
Current. SCAVer model shows ai Intcreepbor as being surcharged south of the manhole in question,
Approved 0 Not .Approved
Current. Sewer Model shows:

er Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(HST —01/14)
(JURISDI(TION USE ONLY)
jurisdiction Requesting Flmv Acceptance for Collection System:
EICity of Concord ,Citv of Kannapolis LI 1 own of Harrisburg Lilj-j'ovn of Mt, Pleasant
Charlotte 1\lecklenburgJtilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Odell School Landings-Proiect #
Description: The Odell School Landings engineering plans and specifications, as prepared and sealed by David Braun,
NCPIE. with Van Horn I'loover and Associtttes, Inc for the wastewater collection system estension consisting of
anproximattfly 100 linear feet of 8-inch sanitary sewer with I manholes and other appurtenances to serve Odell School
Landings located along Highway 73 at Odd School .Road, with a wastewater discharge., previously Termitted by City of
Coneor4ofj30,79903pLunder permit 04-1022526 Mod I.
NVhat is the quantity of flow that will be discharged? 0 GPO
Flow .type:
El Domestic Commercial 100
LI Industrial
(Y0
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Interceptor connection point.
Ptimp Station
(Name or Nifilther)
FM Capacity
NI(I)
(A)
Design A \ erage Daily Flow
itiriWp!)
MGD
(13) (C) (1))
Approx Cu-rent Oblivaled, NH Vet Total Conenl
AYermA) iabatary Dad How l'Hs Obligated How
N1GD NIG!) MCP
(Er(A-D)
Avadahle
Capauty"'
NIG!)
The Firm Capacily of any pump station is defined as the nui nlu m pumped now that ran he achieved with the largest pump taken out of service.
Design Average Daily Hoyt. is the firm capacity of the pump slation divided by a peaking factor not Ies.s than 2.5.
"'"A Nanning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWIT where Available Capacity is <11.
Section jurisdiction.'s Certification Statement:
Wilmer Melton. HI, Director of Public Works, certify that, to the best of my knowledge, the addition of the volume
of wastewater to be permitted in this project has been evaluated along the route to the receiving WSACC interceptor; and the
flow from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden on any
downstream pump station in route to the receiving WSACC interceptor normal circumstances, given the implementation of the
planned improvements identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and ,procedures using the best available data. This certification applies to those items listed above
in Section 1 plus all attached planning assessment addendums for which, to the best of my knowledge, will not adversely affect
the downsuvamIewer capacity. Signaturepf this form indicates acceptance of this xvastewater flow,
-
Date
,furisdi ignin: 1; ureT
Revision Date: 08109113

KA N
Public Works
January 22, 2018
North Carolina Department of Environmental Quality
Mooresville Regional Office - Water Quality Section
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Re: Odell School Landings Sewer Extension
Sewer Extension
City of Kannapotis Cabarrus County
Dear Sir or Madam:
Please find attached for your review and approval the original and one copy of the permit
application along with the $480 processing fee for the above referenced project. Also enclosed
is the flow acceptance letter from the Water & Sewer Authority of Cabarrus County stating they
will accept and treat the additional wastewater at the Rocky River Regional Wastewater
Treatment Plant.
The proposed extension will connect to the existing Concord sewer system which extends to the
WSACC Rocky River Interceptor, This wastewater collection system will serve the proposed
Odell School Landings development on Highway 73 and Odell School Road.
The Water and Sewer Authority of Cabarrus County Standard Specifications for Wastewater
Collections Systems were approved by your office and are being maintained by the Division of
Environmental Management. This project will be installed in accordance with these Standard
Specifications,
Please call me at 704-920-4219 if you have any questions.
Sincerely,
e
Misty M. Lippard, PE
,4,0 I Al R Li VVAY KA N NATO1 IS. 2808
704- 020- 42 00 W",,,VW K,A N NA PO

'763
PrtsclratCategory
Non -discharge
Parmat Type
Gravity Sewer Extension; Pup St
yRawl e+et
or<.tuvta
Cows cal PU1P. zle
Perin ed Mow
0
ty Name
efl School Landings
on Address
City of Kannapolls
9
1/26/2018
Fog rf prepay
Fetail,
body Name
rt
Pressure Sewer Extensions
App Received
1 /2512018
Central Files: APS SWP
1126/2018
Permit Tr asking Slip,
Status Project Type
Active New Project
Version
1.g°
Scheduled
Add
Addit'
if /Roc e;
Prmrt Classitrcalrrn
Individual
PerrraF1 C r ntact Affilat crr
Mafelon
Minor MooresysIle
County
Cabarrus
basin Sontag Affiliation
Owner Type
Government - Iviunicipal
Owner Affiliation
Widmer Melton 111
€SIR PUBLIC WORKS
FAO Sox 1199
K nriapol[s
1126/2018
rr;forrnation requested
nil it for ration rceavel
NE 2808
Effective t'xpArati+an
1 /26/2018'
rteiex Nu ber f r#rrent Class arrkabasan

am a olis ODS, LLC
5800 Monroe Street Fa
Sylvania, OH 435£0
TO THE
ORDER OF
Fifth Third Bank
One Seagate
Toledo., Ohga 43634
5/44I'
FOUR U 1 TY AND 00/ 00 DOLLARS
DATE
AMOUNT
` i0 7 $480.0
NC D d t of Erlvzz s tm l U 1.
Mooresville
10 E .. Cente
Mooresville,
281