WQ0040534_Regional Office Historical File Pre 2018

POr' COOPER
MICHAEI 5, Pl.t ,lro1
LINDA Ct. L.PE PPER.
Mr, Wilmer Melton, 111, Director of Public
City of Kannapolis
401 Laureate Way.
Kannapol is, North Carolina 28081
Dear Mr. Melton:
December 18, 2018
0
s
Subject: Permit No. `QO040534
City of Kannapolis
Crescent Street Sewer Extension
Wastewater Collection System Extension Permit
Cabarrus County
In accordance vvith. your appliicatiott received December 1.7, 2018, we are t rvv,ardir No.
WQ0040534 dated December 18, 8, to the City of Kan.napolis (Perntittee- fi r the construction and
operation upon certification of the subject wastewater collection system extension„ flus permit shall be
et1ective from the date of issuance until rescinded and shall be subject to the conditions and limitations as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 IL 1: 1 his permit shall not be automatically transferable; a request roust be made and approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Pennittee.
Condition 11.7: Upon completion of construction and prior to operation of these permitted facilities, the
completed Engineering Certification form with checklist attached to this permit shall be
submitted with the required supporting documents to the address provided on the form.
Permit modifications are required for any changes resulting in non-compliance with this
permit, regulations, or the Minimum Design Criteria, [15A NCAC 02T.01 16]

rail he the responsibility cat`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 Statute §143-215,6A through 143-215.6(, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed professional Engineer to the licensing
hoard.
If any parts, re uirerrtents, car linrrtatious contained in th s permit are unacceptahle,;sou have the right to
request an adjudieatory hearingupot B ritten request within 30 days following receipt of this per it. This
request must he in the form of a Mrittett petition, conforming to Chapter 150B of North Carolina General
Statutes,- and tiled \sith the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. 1. nless such demands are made, this permit shall he final and binding,
It you need additional nforrnatia-an
via e mail at c-ari trrs i t i:t;ncder r. n ..
Iris matter,. please contact Ori l'u pia at (7(34) 2i5 2 1pt
Sincerely,
Oocuind by:
A14CC6 AF27425_......
for Linda ( Ter
Director,
actor°,
rIAttic ter Reiman -
Has ngcr Regional Supervisor
eater crality Regional Operations Section
Division -rf ' v ater Resources. NCDEQ
lcrcidyi (t'. . )
esxi1le Regional
r Resources Centra
4 (Laserfiche)
Page 2af10

1'4'014: r Fri CA 0 L 11'4 „A
Erwirotortterattli qualify
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21. of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws. Rules, and Regulations, permission is hereby
granted to the
City of Kannapolis
Cabarrus County
for the construction and operation of approximately 238 linear feet of 8-inch gravity sewer to
serve 3 three bedroom homes as part of Crescent Street development., and the discharge of 1,080
gallons per day of collected wastewater into the Water and Sewer Authority of Cabarrus County
existing sewerage system, pursuant to the application received December 17, 2018, and in
conformity with I.5A NCA.0 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 from the date of issuance until rescinded and shall he subjec
the specified conditions and limitations contained therein.
DocuSigned by:
A14CC681AF27425,
br Linda Culpepper
Director, Division of Water Resources
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NC.DEQ
By authority of the Environmental ManagernentCornrnission
Permit Number: WQ0040534
Permit Issued: December 18, 2018
Page 3 of 10

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
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1.996, 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 ofthe 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, 1,080 GPD, shall be made tributary 10 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 NCAC 02T.0304 (b)].
IL 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. [15A NCAC 02T.01.04; G.S 143-215.1(d3)]
2. 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 I, 2000, as
applicable; and other supporting materials unless specifically mentioned herein. [1.5A NCAC
02T.0110]
3. This permit shall be 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
Permi.ttee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15.A NCAC 02T .0108(b)]:
Page 4 of 10

a. The sewer system shall he 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 he developed and shall be actively maintained.
c. An operation and maintenanceplan 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 lines shall he inspected at least once per every six months and inspections
documented.
f. A 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 15A NCAC 2F3 .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
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 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.
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 distributedmore 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 [phone], as soon as possible, but in no case more than 24 hours
following the occurrence or first knowledge ofthe 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 and/or spill, regardless of volume, that reaches surface water
Page 5 of 10

Voice mail messages or faxed .information is permissible, but this shall not be considered as the initial
verbal re -port. 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 becompleted to show that the SSO was beyond control. [G.S. 143-
215,1C(al)1
6. Construction of the gravity sewers, purnp 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. NC.A.0 02T,0108(h)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submittedwith 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 he considered a violation of the permit and shall subject the Permittee 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 be
clear on the plans or on digital media (C.D 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. 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 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 but not limited to pipe length changes
of 10°/0 or greater, increased now, pump station design capacity design increases of 5% or
greater, and increases in the number/type of connections), regulations, or the Minimum Design
Page 6 of 10

Criteria,. Requested modifications. 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. [15A NCAC 02T .0116]
8. Gra.vity sewers installed greater than ten percent below the minimum. required slope per the Division's
Gravity Sewer Minimum Design Criteria hall 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 he done through a permit modification with fee. Such variance requests will he evaluated
on a case -by -case basis. Resolution of such request shall he evident prior to completing and
submitting the construction certification, [ I 5A NCAC 02T.0105(01
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]
1.0. Failure to abide by the conditions and limitations contained in this permit.; 15A NCAC 2'T; the
Division's Gravity Sewer Design Criteria adopted February1.2, 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 Perminee to an
enforcementaction by the Division. in accordance with North Carolina General Statutes §I 43-215.6A
through 0.43-215.6C, construction of additional or replacement- wastewater collection. facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 021 .0108(b-c)l
1 1. 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; 15.A NCAC 021 .01 08(b)]
1.2. 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. I (b)]
Page 7 of 10

CERTIFICATION CHECKLIST'
To be completed by the certifying engineer prior to operation. of -the permitted sewers, per 15A NCAC 02T.01 16.
Certifying Engineer:
Certification Review Date:
Project Name:
WQ00
Project County:
1) Has permittee information changed since the permit was issued (or iast moditied): change of mailing address,
change of ownership, transfer from developer to HOAJPOA, etc. No
if yes, please provide either a change of ownership form or new contact information. Note that transfer of
permits from the developer to the HOA/POA must occur with the first certification,
2) Have the as -built drawings have 'been signed, sealed, and dated by an N.C. PE? Li Yes No
3) Final Engineering certification? Yes I— No
• If Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase, what was previously certified (if applicable), and what is left to be certified.
4) Adequate information related to sewer lines: L Yes II No
N/A
• Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed,
• Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines.
• Manholes have been installed: At the end of each line, at all changes in grade„ size, or alignment, at all
intersections, and a distances not greater than 425 feet: minimum diameter shall be 4 feet (48-inches).
5) Adequate information related to pump stations: Yes 11 No P N/A
• Ensure power reliability option was selected per 3 NCAC ('21,01305th).
6) Was project construction completed in accordance with all of the following: J Yes No IIJ N/A
• 15,A NCAC 02T, Minimum Design Criteria (MI)C) for he permittinorGravitSewersilatest version), and
MDC for the Pertnitting„of Pump Stations and Force Mains (latest version)?
If not, a variance approval is required in accordance with 15A NCAC 02T.0105tb t, prior to certification and
operation.
• Contact the Central Office to discuss the variance to determine a course of action.
• .Applicant must submit two copies of the variance request fortn, plans, specifications, calculations, and any other
pertinent information to the Central Office (one hard copy, one digital copy).
• The central office will review the variance request, and if approvable, specific language regarding the variance
will be incorporated into the pemlit, either via a special condition or a supplementary letter, A copy of the
reissued permit with variance language or the variance letter must be maintained. with the original documents.
'7) Does the project contains high priority' lines (I.5A NCA.0 0.21 ,0402A21)?fl Yes El No
• If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC
02T,0403 (a)(5). If the permit does not include this language, the Fast Track reviewer wiil reissue the permit with
the appropriate language.
8) Are Permit modifications are required for any changes resulting in non-compliance with this permit (including but not
limited to pipe length changes of 10% or greater, change in f)ow, pump station design capacity design change of 5% or
greater, andlor change in the number/type of connections)? P Yes No
If yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification must be issued prior to certification and operation.
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: CITY OF KANNAPOLIS
PERMIT #: WQ0040534
PROJECT: CRESCENT STREET SEWER EX TENS N
ISSUE DATE: DECEMBER 18, 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 tboter.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall he 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,
PERNIITTEE'S CERTIFICATION
I, the undersigned agent for the Permit -tee, herebystate that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has 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 Eplineer in the State of -North Carolina,
having been authorized. to observe periodically, 7 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 1.2, 1996,.as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Purnp Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials,
North Carolina Professional Engineer's Seal \v./signature & date:
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]

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
• be compleled by DWR)
All items must be completed or the application swill be returned
I. APPLICANT INFORMATION:
1. Applicant's name: City of is:Annapolis (company, municipality, HOA, utility, etc.)
2, .Applicant type:LJ lndi Huai
0 Federal 0 State/County Municipal
Signature authority's name: Wilmer Melton, Ill per 15A NCAC 02 F 0106,N
'fitle: Director of Public Works
4. Applicant's mailing address: 401.1...aurcate_Wri:y
City: Kannapolis State: NC Zip: 28081-0005
5., Applicant's contact information:
Phone number: (704) 920-4.2,0
0 Corporation 0 General Partnership
Email Address: wmeltorrAkannapolisnc,gov
II. PROJECT INFORMATION:
1. Project name: Crescent Street Sewer Extension
Application Project status: LJ Proposed (New Permit)
0 Privately -Owned Public Utility
0 Other
REc LIVEDNIC D RIDWP
I) II I
e.„
N. 0
IM FInTIESAR E REGIONAL OFINCEI
0 Existing Permit/Project
If a modification, provide the existing pennit number, 'WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit .number: \VQ00_
3, County where project is located: Cabarrus
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.464866Longitude: -80.62111/E5:'
5, Parcel ID (if applicable): Within road RIAV at common comer of 5612-78-1.188 and 56 i 2-78-2101
(or Parcel ID to closest downstream sewer)
II . CONSULTANT INFORMATION:
1, Professional Engineer: Jeffery D, Moods: License Number: NC 13311
Firm: Alley Williams, Carmen and King,
Mailing address: 120 S. Main Street.
City: Kannap_olis State: NC Zip: 28081 -
Phone number: (7(14) 938-1515 Email Addrcss: jjnoods:,(kawck.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River Regional Wastewater Treatment Plant Permit Number: Nc:0036209
Owner Name: Water & Sewer Authoriivof Cabarrus County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than \%WTF):
1. Permit .Number(s): WQ
System \Vide Collection System Permit (it'914 / -WS
Owner Name(s):
FORM: FIA 04-16 Page 1 of 5

GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned. Public Utility, has a Certificate of Public Cr; and -Necessity been. attached?
Des DNo N/A
2. If the Applicant i.s a Developer of lots to be sold, has a Developer's Operationa Agre entif (RM: DEVI been attar
0 Yes ONo NIA
3. If the Applicant is a o ef!Qprtv Owners' Association. has an Q,perational Agreement (FORM: HO,N) been attachc
4. Originof wastewater: (check all that apply):
El Residential Owned
E] Residential Leased
O School / preschool day care
Food and drink facilities
O Businesses offices 1 factories
0 Yes ON() N/A
Retail (stores, centers, malls)
0 Retail with food preparation/service
El Medical / dental I veterinary facilities
Ej Church
Nursing Home
5, Nature of Wastewater 100 0 Domestic/Commercial 09/0 Commercial
0'14 'Industrial (See 15A NCAC 02T ;0103(20))
*- Is there a Pretreatment Program in effect?
6. Has a flu reduction been approved under 15A NCAC (12T .0 1 1411)? f,J Yes
If yes, provide a copy of flow reduction approval letter
'7. Summarize wi'istewater generated by project:
Establishment Type (see 02T.011,1(f))
3-bedroom dwelling units
Daily Design. Flow a'b
360 gallday
gal/
gal/
gall
El Car Wash
Ej Hotel andlor Motels
El Swimming ,Pool /Clubhouse
III SWimming PoollFilter Backwash
El Other (Explain in Attachment)
Yes UNu
No
No, of Units' Flow
3 1 1,080 (iPI)
4
1
G P D
(1PI)
GPD
GI1D
GPD
Total 1 1,080 (1PI)
a See I 5A NCAC 023 .01 14(jb), (d), _ll_and. (e-))1 for caveats to wastewriter design flow rates (i.e„., minimum flow per
dwelling; proposed unknown non-residential development uses; publicaccess facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterwa.y to be used as vacation rentals as defined
in (.S. 42,A-4).
h Per 15A NCAC 021 .0114(c)„ design flow rates for establishments not identified [in a 5,A NCAC 02T.011,14], shall he
determined using available How data, water using fixtures, occupancy or operation patterns. and other measured data.
8. Wastewater generated by project: 1,0,80 GPD (per 15A NCAC 02T .01,14)
l? Do not include future flows or previously permitted allocations
If permitted. flow is zero, indicate why:
El Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
E Flow has already been allocated in Permit 'Number:
▪ .Rehabilitation or replacement .of existing sewer with no new flow expected
E Other (Explain);
FORM: 11A 04-16
Page 2 of 5

NAL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & M DC (Gr
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8
237,97 PVC
• Section 11 & Ill of the MDC for .Permitting of Gravity Sewers contains information related to design criteria
Section 111 contains ill formation related to minimum slopes for gravity sewer(s)
• Oversizing tines to meet minimum slope requirement is not allowed and a violation of the INIDC
VIII. PUMP STATION 'DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC Willran 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(): gallons per minute al feet total dynamic head (1D1/1)
5. Summarize the tbrce main to be permitted (for this Pump Station
Length (feet) Material
6, Power reliability in a --ordance with 15z,N NCAC 02T .0305kbY13.
LI Standby power source or pump with automatic activation and telemetry - 15A NCAC 021 .0305(1)0
• Required for ail 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 clay:
Ej Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 021
.0305(10( 1 )(C)
Or
Ej Portable pumping, unit With plugged emergency pump connection and telemetry - 5A 'NCAC 02T .0305(11)(1)(C):
11 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 purnp, including travel timeframes, shall be provided
in the ca.se of a multiple station p 0 W ex outage,
FORM: 1TA 04-16 Page 3 of ,5

IX, SETBACKS & SEPARATIONS — (0213 .0200 & 15,A, NCAC 021 .0305(0):
I. Does the project comply with all separations found in '15A N(A(/ 02T,J4305,(1),A1g) Z Yes Z No
5A NCAC 02T.0305(4) contains..minimum separations that shall be provided .for sewer systems:
Setback Parameter*
Storm sewers and other utilities not listed below (vertical)
Water mains (vertical -water over sewer including in benched trenches)
Water mains (horizontal)
Reclaimed water lines (vertical - reclaimed over sewer) 18 inches
Reclaimed water lines (horizontal - reclaimed over sewer) 2 teet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water 100 feet
Waters classified WS (except WS-I or WS-V), 13, SA, ORW, FLOW, or SB from normal
water (or tide elevation) and wetlands (see item IX,.2) 50 feet
*Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches 10 feet
Sgparation Required
24 inches
18 inches
10 feet
Any building foundation
Any basement
'o slo c of emha.
.et or more vertical height
5 .feet
10 feet.
10 feet
Drainage systems and interceptor drains 5 feet
Ajiv swimming_pools 10 feet
earth grade (vertical) 36 inches
• I5A NCAC 02T.0305(g1 contains alternatives where separations in 024.0305(1) cannot he achieved.
• **Stream classifications can he identified using the Division's NC,Sqrface_WaterClassificationswebpage
• If noncompliance with 02I,0305illiirigi, see Section X of this application
2 Does the project comply 'with separation requirements for wetlands? (,50 feet of separation) Z Yes No
• See the Division's draft separation requirements for situations where separation cannot be meet
'fr. No variance is required if the alternative design criteria specified is 'utilized in design and construction
• As built documents should reference the location of areas effected
3, Does the project comply with all setbacks found in the, river basin rules per I 5A NCAC 02B .00Q
• This would include Trout Buffered Streams per I 5A N,(AC 20.02,02
4, Does the project comply with an individual 404 Permit or any 401 Certifications?
';'•-• Weiland related permits shall be requested, obtained, and adhered to for projects
• Information can be obtained from the 491 & Buffer Permitting Branch
Z Yes No
Yes
pact wetlands or surface waters
5, Does project. comply with 1.5A NCAC 021/.0105'1_0(6) (additional permits/certifications)? Yes LJ No
Per 1.5A NCAC 02-L0105(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 rind
sedimentation control plans, storrnwater management plans, etc.),
6, Does this project include any server collection lines that are deemed "high -priority?'
Per I5A NCAC 021,0402., "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,
Yes No
• If yes, include an attachment with details for each line, including type (aerial line, size, material, and Iocation).
High priority lines shall be inspected by the permittee or its representative at least once every si-months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: ETA 04-16 Page 4 of 5

CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T„ the Mi imumfksp Criteria for the PerrniufPunitations
and Force Mains {latest versioni and the Gravity Sewer Minimum Design Criteriallatest version) as applicable?
El Yes El No
If No, complete and submit the Variance/Alternative Design Requestapplication (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. Certification:
Iss00:VN
(Professional Engineers name from Application Item 111.1.)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the infamtation supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I -further attest that to the best.
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minitnum Design Criteria for the Fast-l'rack 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 judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143.-2.15,6A and 1.43-215..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 a tine not to exceed $1.0,000, as well as civil penalties up to S25,000 per violation,
istftivc
North Carolina Professional Engincers seal, signature, and date: CARO,
.0 • ci
3. Applicant's Certification p
5A NCAC 02T .0106(b):
(Signaluie Au-
s flariic & titi
ni Applica.'on hem 1.3.)
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. 1 understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, 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 supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE —In accordance with General Statutes 143-215.6A 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 a fine not to exceed S10,000 as well as civil penalties up to $25,000 per violation,
Signature:
Date: 8
FORM: FTA 04-16
Page 5 of 5

went Street Sewer Extension
Kannapolis, North Carolina
PROPOSED
SEWER EXTENSION
Kannapolis and Concord Quadrangles
North Carolina
7.5 Minute Series (Topographic)
.�' = 200W

PROPOSED 8"
SEWER EXTENSION
VICINITY MAP
CRESCENT STREET SEWER EXTENSION
KANNAPOLIS, NORTH CA.ROLINA
scALE. 7" = 500'

WSACC
December 3, 2018
150'4001:2)N • CEtat Fab lit Sect *Ig5',Nel:1007
Mr. Michael Legg
City Manager
City ofKannapolis
401 Laureate Way
Kannapolis, NC 28081
Subject: How Acceptance Request — City of Kannapolis
Crescent Street Sewer Extension
Dear Mr, Legg:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy,
Concord, NC 28027
704 786 1783 • 7 795,1564 Fax
www.wsacc.org
[his is a notice of capacity for the :flow acceptance request receivedby the Water and Sewer Authority of Cabamis County
(WSACC) from the City of Kannapolis on November 21, 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 Crescent Street Sewer Extension, located along Crescent Street. The referenced project will.
serve three homes, with a projected wastewater flow of 1,080 gallons per day (gpd). The wastewater generated by this project
will he conveyed through a proposed gravity system, through the existing gravity system, and then enter WSACC's system at
the existing 48-inch Irish Buffalo Creek Interceptor.. WSACC acknowledges it has or will have capacity for wastewater 'from.
the proposed development based on nformation provided by Alley, Williams, Camien, and King, Inc. (Civil Engineer for the
project) using North Carolina Department of .Environmental Quality (NCDEQ) wastewater flow guidelines.
The WSAC7C 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
dvailabiloy.'fhe list and schedule of CIP projects are tentative and are revised periodically to reflect changing conditions and
needs.
If construction of this project does not commence within two (2) years of the date of -this notice, the notice is rescinded and a
second request and notice will be required before flow capacity is accepted. Please notify WSACC, in -writing, when
construction of this project is initiated, This sewer capacity allocation may also be cancelled pursuant to the conditions set
forth in the WSACC Sewer Allocation and Commitment Policy.
Please note that the final comnntment to service to provide wastewater treatment services shall occur upon application.
a building permi jar the project and when system development fees are paid pursuant to N.C.G.S. §162A, Article 8.
If you. have any questions, please call inc at [phone], extension 104.
Sincerely,
S1.1, Thonas Hahn, PE
Utility Systems Engineer
cc: Misty Lippard, PE Kannapolis
Wilmer Melton Kannapolis
Jeffery D. Moody, PEIAlley, Williams, Carrnen, and King. Inc.
Michael Wilson/WS.A.CC
'fin Kiser, PE WSACC
Chad Von(. annon, P.E/WSACC
mark Lomax/V SACC

State of North Carolina
Department of Environmental Qualit),
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
Division of Water Res (FTSE —04110
(WSACC USE ONLY) Crescent Street Sewer Extension
Section 1. Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit. ttNC0036269
Muddy Creek 'Wastewater Treatment .Facility — Permit #N00081.621
WWTP facility's permitted flow, MGD
26.500
Estimated obligated flow not yet tributarytorheWWTP,MGD 2.809
WWTP facility's actualavg. daily, flow, MGD 17040 64.30% of_p_ermit)
Total flow for this specific request. MGD 0.001
Total actual and obligated flows to the facility, MGD 1.9,850
Percent ofpermitted flow used
74.91%
Section LL.Pump stations along the route from the jurisdiction's connection point to the WWTP,
Pump Station
(Name or Number)
R.RRWAVIP NIPS
Firm Capacity *
11.11CD
55.440
(A) 03)
Design Average Daily FIOW ApprON (Orel
Average Daily Flow
MGD MCD
76 11.040
(C)
Obligated, Not Yet
butary Ditily Flow
MCD
0,69
(0) (B+C)
Toia1Curreni How
Plus Oblipreib How
VIGO
11,738
..„
*The Firm Capacity- of any pump station is defined as the maximum pumped flaw that can be achieved with the largest pump taken out of service.
**Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor nut less than 15.
***A Planning Assessment Addendum shall be attached for each pump slating' located between the project connection paint and the WWTP where Available Cap city is
Available
Capaeity"'*
10.43.8
Section 111, WSACC Certification Statement:
1, J. Thomas Hahn, PE. certify to the best of my knowledge that the addition of the volume of wastewater to be permitted
in this project has been evaluated along the route from the connection to the WSACC interceptor to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity related sanitary
sewer overflows or overburden any downstream pump station en route to the receiving treatment plant 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 I and Section 11 plus all. attached planning
assessment addendums for which I and the responsible party. Signature of this form indicates WSACC's guarantee of
capacity. for this wastewater flow. Notwithstanding the guarantee of capacity, WSACC does not make a commitment to
service this wastewater flow until a building permit is requested through the Cabarrus County Building inspections
Department and WSACC receives payment .of the System Development Fee,
kiai Signa. A

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptan e: 11/19/2018
LjCity of Concord City of Kannapol is ETown of Harrisburg 'Town of Mt. Pleasant
OCharlotte Mecklenburg Utilities
Project Title, :Description, and Number of Lots/Unit:
Project Title: Crescent Street Sewer Extension
Description:: The Crescent Street Sewer Extension engineering plans and specitications. aspreaared and sealed by jeffe
D. Moody. NCRE. with Alley, Williams, Carmen and King, -Inc, consist. of the installation of approximately 237.97 linear
feet of 8" PVC SDR, 35 gravity flow sanitary sewer to serve 3 future residential dwelling units.
*Number of Lots: OR *Number of Units: 3 *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
El Into a private line
Describe the location of the tie-in line to which the new sewer line will connect: The proposed 8-inch sanitary sewer
extension will tie-in to the existing3-•inch sanitary sewer line located on Crescent Street Which extends to the 48-inch RCP
WSACC Irish Buffalo Creek Qutfall.
Which WSACC Interceptor will the flow ultimately be discharged into: 48-inch RCP WSACC Irish Buffalo Creek
Outfall
What is the WSACC manhole number that the flow will be discharged into? Manhole No, 011173
What is the quantity of flow that will be discharged? 1.080 GPD
Flow type:
Domestic 100 % LJ Commercial LJ Industrial
Name of wastewater treatment facility (wwTF) receiving wastewater:
Z Rocky River Wastewater Treatment Facility — Permit #NC0036269
L Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
Design drawings of new lines will be submitted to WSACC with the request for acceptance. Drawings can be submitted as
a digital file (DWG) or distance and bearing starting with the tap on existing infrastructure.
If the new line is to connect directly into a WSACC .interceptor, detailed drawings including specification of the tap, will
be required before .flow acceptance will be provided.
Mark Lomax at 704-786-1783, ext. 231., must be notified 48 hours in advance of a connection into a WSACC interceptor,
WSACC will inspect connection before, during, and atter completion.
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 he required for the project.
SACC USE ONLY: DATE:
Current sewer model shows an Interceptor as being S .7 lugged south of the manhole in question.
Approved El Not Approved
Current Sewer Model shows:

„Jurisdiction 's
DIVISIOili of Water Resoure
Flow
(JURISDICTION USE ONLY)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
Jurisdiction Requesting Flow .Acceptance for Collection System:
]City of Concord ECity of Kannapolis Town. of Harrisburg llTown of Mt. Pleasant
LICharlotte Mecklenburg Utilities
Project Title, Description, and .Number of Lots/Unit:
Project Title: Crescent Street Sewer Extension
Description: The Crescent Street. Sewer Extension engineering plans and specifications, as prepared and sealed by Jeffery D.
Moody., NCPE, with Alley, Williams, Carmen. and Kinz Inc., consist of the installation of approximately 2.37.97 linear feet of
8” PVC SDR 35 gravity flow sanitary sewer to serve 3 future residential de11iinz units.
What is the quantity of flow that will he discharged? 1,080 GPD
Flow t!,•pe:
Domestic 100 L Commercial
[1] industrial
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSA.CC
Interceptor connection oint
Pomp Station
(Name or Number)
Firm Capacity
N1(0)
(A)
DC°S11 g Average Daily How
MCI)
(R)
Appro. Current
Average Daily Flow,
((')
Obligated, No Yet
Tributary Daily How
MCI)
(L))
Total Citirent F low
Plus Obligated How
MCI)
The Firm Capacity of any puntp station is defined as the maximum pumped flow that can he .achieved with the largest pump taken out of service,
"Design Average Daily How is the firm capacity- of the pump vtation divided by a peaking factor not less than 2.5„
Planning ANSeSS m en t .Addendum shall be attached for each pump station located between the project connection point and the WWIIwhere Available Capacity is <
Available
Capacity**'
MCI)
Section 11. jurisdiction's Certification Statement:
I, Wilmer Melton, Ill. 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 overburdenon any
downstream pump station in route to the receiving WSACC interceptor normal circumstances, given the implementation of the
planned .improvem.ents identified in the planning assessment where appli.ca.ble. 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 plus all attached planning assessment addendums for which, to the best ()Inv knowledge, will not adversely affect
the downstream wv -T capacity. Signature of this form. indicates acceptance of this wastewater flow.
/ I-J(9
Date
Revision Date: 08109.113

KAN,
w•
: ;NAL OppfeE
December 12, 2018
North Carolina Department of Environmental Quality
Mooresville Regional Office - Water Quality Section
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Re: Crescent Street Sewer Extension
Sewer Extension
City of Kannapolis Cabarrus County
Dear Sir or Madam:
Please find attached for your review and approval the original and one copy of the permit
application, a digital copy (pdfs) on CD of the plans, 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 Kannapolis sewer system which extends to
the WSACC Irish Buffalo Creek Interceptor. This wastewater collection system will serve the
proposed Shifa 1 Subdivision on Crescent Street,
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,
Misty L. Tutt, PE
1 Ji WORKS -4-0i L.AURLATL VV:AY Ki\ N NAPOUS, 28081
704.. q)20_1200 vvvvvv, KA N N,A roils Nc,6 v

FAST TRACK SEWER ENGINEERING CERTIFICATION r4ECENED"N.C.D5NR'l
PERMITTEE: C11 Y OF KANNAPOL1S
PERMIT #: WQ0040534
PROJECT: CRESCENT SI RLLT SEWER LXTENSR)N
ISSUE DATE: DECEMBER 18. 2018
MOORESViLL.E EGI.ONk
This project shalt 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 he considered a violation of the permit and shall subject the Perrnittee to
appropriate enforcement actions. l'he 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.
PERMITFEE' 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
designIconstruction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name. 1 it
ek Signature
7- c* /7
Date
.ENCINEE.R'S CERTIFICATION
1. FFeRY J, MODas a dt • registered Professional Engineer in the State ofNorth Carolina,
having been authorized to observe periodically, 7 Weekl, 7 full time) the construction of the
project name and location as referenced above for the above Pertnittee hereby stale that, to the hest 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; 1.5A. 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 plains adopted June 1, 2000, as applicable; and other supporting materials.44
gln.. : •
North Carolina Professional Engineer's Seal /signature & date: 0'144
CRift
EiTFina1 Partial (include description)
Certification Comments/Qualifiers (attach if necessa
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone, (704) 663-169.9 FAX: [phone]

CERTIFICATION CHECKLIST
'Fo be completed bythe certifying engineer prior to operation of .the perm„itted sewers, per 15A
Certifying Engineer: F
2.,s/ c,f4\noz,--,1
Certification Review Date: 4 ZO
.S.:—.1)1`-07,S\eLLE REG ONI.?\ Or riCE
Project Name:
WQ00 4(5'73 Project County:
1) 1 las permittee information changed since the permit was issued (orlast mod' -ed): change of mailing address,
change of ownership, transfer from developer to flOA/P0A, etc, [J Yes j No
If yes, please provide, either a eh.ange of ownership form or .new contact information. Note that transfer of
permits frOITI the developer to the 110A/P0A must occur with .the first certification,
,,NOROS:
2) Have the as -built drawings have been signed, sealed, and dated by an N.C. PE? 1 Yes I No
3) Final Engineering certification? Yes No
• If .Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase, what was previously certified (if applicable), and what is left to be certified.
4) Adequate information related to sewer lines: Yes r No N/A.
• Three feet minimum cover has been provided for ail sewers unless ferrous pipe was installed.
• .Minirnum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines,
• Manholes have been installed: At the end ofeach line, at all changes in grade, size, or alignment, at all
intersections, and at distances not greater than 425 feet; minimum diameter shall he 4 feet (48-inches),
5) Adequate information related to pump stations: Ei Yes
No 'N/A
• Ensure power reliability option was selected per 1 iANCAC 02T,0305
6) Was project construction completed in accordance Wi th all of the following: Yes No Li NIA
• 15A NCAC 02T, Minimum .Design Criteria (MDC) for the permitting of Ciravity Sewers (latest version),
MDC for the Permitting of Pump Stations and Force Mains (latest version)?
If not, a variance approval is required in accordance with 15A NCAC 02T.010.5(b), prior to certification and
operation,
• Contact the Central Office to discuss the variance to determine a course of action.
• Applicant must submit two copies of the variance request :form, plans, specifications, calculations, and any other
pertinent information to the Central Office (one hard copy, one digital copy).
• The central office will review the variance request, and if approvable, specific language regarding the variance
will be incorporated into the permit, either via a special condition or a supplementary letter. A copy of Me
reissued permit with variance language or the Variance letter must be maintained with the original documents.
7) Does the project contains high priority lines (15A. NCAC 02T)0492(2))?
Yes
No
• If yes, ensure that the permit already contains the necessity condition related to high priority lines 15A NCAC
021-.04103 (a)(5), If the permit does not include this language, the Fast Track reviewer will reissue the permit with
the appropriate language.
8) Are Permit modifications are required for any, changes resulting in non-compliance with this permit (including but not
limited to pipe length changes of 10% or greater, change in flow, pump station desip capacity design change of 5% or
greater, andlor change in the numberltype of connectionsy? es No Y
• If yes, a permit modification request must he submitted to the appropriate Regional Office.and a modified
permit with revised ,certification must be issued prior to certification and operation,
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX [phone]