WQ0039288_Regional Office Historical File Pre 2018

Water Resources
ENyteoNmENci oom.fry
June 16, 2017
Mr, Wilmer Melton, 111, Director of Public Works
City of Kannapolis
401 Laureate Way.
Kan.napolis, North Carolina 28081
Dear Mr. Melton:
ROY COOPER
Governor
MICHAEL S REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No. WQ0039288
City of Kannapolis
Linder Industrial Machinery Company
Wastewater Collection System Extension Permit
Cabarrus County
In accordance with your application received June 15, 2017, we are forwarding herewith Permit No.
WQ0039288 dated June 16, 2017 to the City of Kannapolis (Permittee) for the construction and operation
upon certification of the subject wastewater collection system extension. This permit shall he 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from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified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 II. I : This permit shall not be automatically transferable; a request must be rnade 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
perrnit 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 ithin 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 of liorth Carolina. I Environmental Quality j Water Resources Water Quality! Regional Operations
Mooresyalle Regional Office I 610 East pallet Avenue, Suite 3011Maormvi1le, North Carolina 2.8115
704 663 1.699

If you need additional information concerning this matter, please contact On Tuvia; at (704) 2 - 2190 or
via e-mail at ri.tuvia node r.gov.
Sincerely,
W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
Catherine UnderUnderwood (PE) (-cop`)
Mooresville Regional Office Files
Water Resources Central Files
P I S (1-copy)
Page 2a 8

Er iroln?i w>',
Qua Ity
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
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' 727 linear feet of 8-inch gravity sewer as part of
Linder Industrial Machinery Company, and the discharge of 875 gallons per day of collected
wastewater into the Water and Sewer Authority of Cabarrus County's existing sewerage system,
pursuant to the applicationreceived June 15, 2017, and in conformity with I5A NCAC 2T; the
Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000, as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subjectspecified
conditions and limitations contained therein.
by W. Corey 't asinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0039288
Permit Issued: June 16, 2017
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
15.A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 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 die 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.
. SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 875 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 NCAC 021..0304 (b)]
II. STANDARD CONDITIONS
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 Pennittee, 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,0104; G.S 1 43-2.15.1(d3)],
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this pemiit; 15A NCAC 2T; the Division's Gravity Sewer
Minim -um. 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
021-.0110]
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 .01,10]
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 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
Page 4 of 8

a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at least
once per week.
e. High -priority sewer lines shall be inspected at least once per every six mo.nths and inspections
documented.
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 15.A NCAC 2B .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.
2. For privately owned collection systems, the Grease Control Pro am shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
following the occurrence or first knowledge of the occurrence of either of the following
a. Any process unit failure, due 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 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 was beyond control. [(IS, 143-
215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form.. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement aetions.
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 fotin 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 (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction infomiation 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 !OW 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 summaryform.
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 1.0% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regul.ations, or the Minimum Design Criteria. Requested modifications
Page 6 of 8

Prir-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. [I 5A NCAC 02T .0116]
Gravity sewers installed eater 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 -ease 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 §143-215.6A
through § I43-215.6C, 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 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 .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: CITY OF KANNAPOLIS
PERMIT #: WQ0039288
PROJECT: LINDER INDUSTRIAL MACHINERY COMPANY
ISSUE DATE: JUNE 16, 2017
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flowmade tributary to the wastewater collection system extension prior to completion
of this Certification shall, be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division: A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials, have been submitted.
PERMITTEE1S 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 below has provided applicable
designlconstruction 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
, as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe (0 periodically, .1 weekly, Lij MI 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; I 5,A NCAC 0,2T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional, Engineer's Seal w/signature & date:
Final P 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]

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NC,AC 02T .0300 — FAS'I TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DINT)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: City of K.annapolis (company, municipality, 110A, utility, etc.)
. Applicant type.: El Individual D Corporation E] General Partnership J Privately -Owned. Public Utility'
El Federal 111 State/County Municipal EJ Other
3. Signaturc authority's name: 'Wilmer Melton, III per 1,5A NCAC 02) „0106(b1
Title: Director of Public Works
4„ Applicant's mailing address: 401 1 aurettc Way
City: )(annapolis State: NC Zi.p: 28081-0005
5. Applicant's contact information:
Phone number: [phone] Lmail Address: wmelton(kkannapolisnc.gov
II. PROJECT INFORMATION:
LINDER INDUSTRIAL MACHINERY COMPANY
I, Project name:
Application/Project status: X Proposed (New Permit) Existing Permit/Project
If a modification,provide the existing permit number: WQ00and issued date,
If new construction but part of a master plan, provide the existing pennit number: VVQ00
3. County where project is located: CABARRUS
4. Approximate Coordinates (Decimal Degrees): Latitude: 35 A34° Longitude: - 80.677°
5601-16-9946, 5601-17-6646
5, Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
ID. CONSULTANT INFORMATION:
CATHERINE
Professional .Engineer UNDERWOOD
Firnr CESI
Mailing address PO BOX 268
City. CONCORD NC
State:
phone number:1704-786-5404
03_ 3470
License Number:
28026-0268
[e-mail]
Email Address:
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
4, .Facility Name: RockyRiver Regional Wastewater Treatment Plant Permit Number: NC0036269
Owner Name,: 'Water & Sewer A uthorityof Cabarrus County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1, Permit 'Nuirber(s):
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner .Name(s): _
FORM: FTA 04-16 Page 1 of 5

(io
VI, GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and NccesstNecessity been attached?
El Yes ENo N/A
2. If the .Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEN") been attached?
0 Yes flNo N/A
3, tithe Applicant is a HomeliPropert vners' Association, has an Operational Agreement .(EORM. WM) been attached?
D Yes ENo N/A
et
Origin of wastewater: (check all
0 Residential Ow.ned
El Residential Leased
0 School preschool / day care
Ej Food and drink, facilities
X Businesses offices factories
5, Nature of wastewater
apply):
0 Retail (stores, centers, mails)
El Retail with food preparationtservic,e
El Medical / dental / veterinary facilities
LI Church
Nursing Home
°/ Domestic/Commercial
El Car Wash
0 Hotel and or Motels
El Swimming Pool /Clubhouse
Ej Swimming Pool./Fiker Backwash
Ej Other (Explain in Attachment)
100
% Commercial
) Industrial (Sec 1.5A NCAC 02T .0103(20))
,s there a Pretreatment Program in effect?
6, Has a flow reduction been approved under 15A NCAC 02T 01 14(1)? d Yes
If yes, provide a copy of .11°w reduction approval letter
7. Summarize wastewater generated, by project:
Yes X No
No
Establishment Type (see 011.0114(
GENERAL BUSINESS AND OFFICE FACILITIES
Daily Design Flow L'h
25 gal,/ EMPLOYEE/ SHIFT
at
gall
gal
gall
No. of Units
Flow
75 GPD
GPD
GPD
(3PI)
GPI)
GPr
875 GPD
a See 15A NCAC 02T .01 (Oat and. (e)(2) for caveats to wastewater design flow rates (ix., minimum 'now 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 (3,S, 42A-4).
b Per I.5A, NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A_„LCA(LO2T01 I.41 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns., and other measured data.
8, Wastewater generated by project: 875 GPD (per t 5A NCA.0 02T .0 )14)
- Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
rj Pump Station or Gravity Sewer where flow will ,e permitted in subsequent permits that connect to this line
E
Flow has already been allocated in Permit Number:
LJ Rehabilitation or replacement of existing sewer with no new flow expected
Lil Other (Explaii :
FORM: ETA 04.-16
Page 2 of 5

VII.
GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T 3
1.. Summarize gravity sewer to be permitted:
. _
Size (inches)
10
Length
727
'ra -Sewers):
Material
PVC
• Section 11 & of the MDC for Permitting ofGravty Sewers contains information related to design criteria
Section 111 contains information related to mininnun slopes for gravity sewer(s)
• Oversizing lines to ineet minimum slope requirement is not allowed and a violation of the MDC
Vill PUMP STATION DESIGN CRITERIA (If Applicable) — Olt .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude.: Longitude: -
3. Design flow of the pump station: millions gallons per day (firrn capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDU)
5, Summariz:e the force main to be permitted (for this Purnp Station):
Size (inches) Length (feet)
Material
6, Power reliability in. accordance with .15N NCAC 02'1 ,0305Airtll:
Standby power source or pump with automatic activation and telemetry - 1.5A NCAC 02T .0305(h)(1)(B):
.;•:' Required for all pump stations with an average daily 'flow greater than or equal to 15„000 gallons per day
Must be permanent to .facility
Or if the pump station has an average daily flow less than 1.5,000 gallons per day:
El Portable power source with manual activation, quick -connection receptacle and telemetry- 15A NCAC 02T
.0305(h)( 1)(C)
or
El Portable pumping unit with plugged emergency pump connection and telemetry - 15.A 'NCAC 02T ,0305(h)( 1)(C):
• It shall be deitionstra.ted to the Division that the portable source i.s owned or contracted by the applicant (dra) agreement)
and is compatible with the station,
'/;•,: If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in tl•ic, case of a multiple station power outage,
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
1. Does the project comply withall separations found in f.5.A NCAC 02T .0305(04 (g) X Yes D No
A NCAC
ntains minimum separations that shall be provided
Setback Parameter*
.ers and other . :listed below (vertical)
)ver seereluding. in benchedhenched trenehes
Water mains (horizontal)
Reclaimed water lines (vertica
- reclait c
.ver
er systems:
Separation . Required
24 inches
18 inches
0 fcet
8 toches
Reclaimed water lines (horizontal - reclaimed over sewer)
**Any private or public water supply source, including any wells, WS-I waters of Class 1 or
Class 11 impounded reservoirs used as a source ofdrinking water
2 fe
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (e item 1.X.2)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
Any basement
Top slope of embankment or cuts of 2 feel or more veriical height
rainage systems and interceptor drains
Any swimming pools
al earth grade (vertica
50 feet.
10 feet
10 feet
5 feet
10 fee
36 inches
15A NCAC 02T,0305(g) contains alternatives where separations in 0.2'T..0305(0 cannot be achieved.
• **Stream classifications can be identified using the Division's NC Surface Water Clas•sificationebpage
• If noncompliance with 02T.030.5(0 or (g), see Section X of this application
Does the project comply with separation requirements for wetlands? (50 feet of separation)
▪ See the Division's draft separation requirements for situations where separation cannot be meet
• No variance is required if the alternative design criteria specified is utilized in design and constriction
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 .0200?
• This would include Trout Buffered Streams per 15A NCAC 213.0202
D Yes D No N/A
El yesEIINo N/A
4. Does the project comply with an individual 404 Permit or any 401 Certifications? 0 Yes 0 No N/A
• Wetland -related permits shall be requested, obtained, and adhered to for projects that impact- wetlands or surface waters
Information can be obtained from the 401 & Buffer .Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? Yes E] No N/A
Per 19A NCAC 02'LO 05(00), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6.. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.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,
EI Yes X No.
If yes,. include anattachment with details for each line, including type (aerial line, size, material, and locatio
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per ISA NCAC 02.1.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM. FTA 04-16 Page 4 of 5

4
X. CERTIFICATIONS:
1., Does the submitted system comply with 15A NCAC 02T, the Minimum Desjn Criteriaforthe Permitting of Pump Stations
and Force Mains±tlatest version), and the Gravity Sewer Minimum DesignI)esIg(1irjterla tldcst version) as applicable?
X Yes 111 No
If No, complete
for review, .A royal of the ue, reguired prior 10 submittal of the Fast Track Application and suppurt'
documents.
id submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
2.. Professional Engineer's Certification:
1,
CATHERINE UNDERWOOD
(Professional Engineer's name from Application Item II1.1,)
attest that this application. for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge, 1 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 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 I have reviewed this.
material and have judged it to be consistent with the proposed design,
NOTE — In accordance with General Statutes 143-21.5.6A and 143-215.6B, any person who knowinglymakes 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 $25,000 per. violation,
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .01.06(b):
1, Wilmer Melton, III, Director of Public Works attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate. and complete to the best of my knowledge 1 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. I. 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. 1, 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 arc not completed
and that. if all required supporting information and attachments. are not included, this application package will be returned to
Inc as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, 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 S1.0,000 as well as civil penalties up to S25,000 per violation.
Signature: Date: - /7
FORM: PTA 04-16 Page 5. of 5

*
di • 0451618M2Q7
Mr, Michael Legg
City Manager
City of Kannapolis
401 Laureate Way
Kannapolis, NC 28081
June 2, 2017
Subject: Flow Acceptance Request — City of Kannapolis
Linder industrial Machinery Company
Dear Mr. Legg:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704,786,1783 • 7
www.wsaccorg
Fax
This is an .approval of the flow acceptance request received by the Water and Sewer Authority of Cabarrus
County (WSACC) from the City of Kannapolis on June 2, .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 Linder Industrial Machinery Company. located off
Highway 73. The referenced project wi 11 serve a commercial development with 35 employees, with a projected
Wastewater flow of 875 gallons per day (gpd), Elhe wastewater generated. by this project will be conveyed
through the proposed 8-ineh line, through an existing gravity system, and then enter 'WSACC's system at the
existing 15-ineh Afton Run Branch Outfall Interceptor, WSACC agrees to accept wastewater from the proposed
development based on information provided by CESI (Civil Engineer for the project) and City of Kannapolis
using North Carolina Department of [Environmental Quality (NCREQ) wastewater flow guidelines.
The WSACC Capital Improvement Program (CIP) has been on pay as you go since Fiscal Year 2005 — 2006,
funding Capital Projects entirely from Capital Reserves, and WSACC expects', to continue this policy into the
future. Projects on the CIP are subject to approval by WSACC's Board of Directors, support from local
governing bodies, regulatory approvitl, and funding i ailability. The list: and schedule of (IP projects are
tentative and are revised periodically to reflect changing conditions. and needs.
If construction of this project is not started within two (2) years of the date of this approval, the approval is
rescinded and a second request and approval will be required. Please notify \VSACC, in writing., when
construction of this project is initiated„
If you have any questions please call inc at [phone], extension 228.
Sincerely,
.1. Thomas Hahn, Pi
LJtilitv Systems Engineer
cc: Misty Lippard, PEIKannapolis
Wilmer MeltoivKannapolis
Catherine W. Underwood, PE/CES1
Michael Wilson/WSACC
Tim Kiser. PE/WSACC
(had VonCannon, FE/WSACC
Mark 1.,omax/WSACC

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
ilon of Water Re At (FTSE —01/14)
(WSACC USE ONLY) Linder Industrial Machinery Company
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility - Permit #NC0036269
Muddy Creek Wastewater Treatment Facility - Permit # N C0081 621
WWTP facility's permitted flow, MGD
Estimated obligated flow not yet tributary to the WWTP, MGD
WWTP facility's actual avg. daily flow, MGD
Total]otal flow tor this specific request. MGD
Percent of permitted flow used
26.500
2..070
16.205 (61.15% of permit)
0.001
18.276
68.97%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Pump Station
(Narne or Number)
:inn Capacity *
MCI)
_owet Rocky River PS 37.000
(A)
Design Average Daily Row **
(.1'irrnIpt)
M.61)
14,800
(B).
Approv Current
Average Daily Haw
i`(1GD
9,564
(C)
Obligated, Not Yel
Tribunny Daily Ebeisi
MCI)
( D)
Fool Current Flew
Plus Obligated How
MCI)
1.745
9
(E)=(A-D)
Available
Capacity'**
MCI)
3,491
* The Firm Capacity of any pump station is defined as the maximum pumped flow that can be Achieved with the largest pump taken out of service.
**Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor not less than 2.5,
***A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the VIrAVTP where Available Capacity is < 0,
Section III. WSACC Certification Statement:
1, J. Thomas Hahn, 1E, certify that, to the best of my knowledge, the addition of the volume of wastewater to be 'pennitted
in this project has been evaluated along the route from the connection to the interceptor to the receiving wastewater
treatment facility; and the flow from this project is not anticipated to cause any capacity related sanitary sewer overflows
or overburden on any downstream pump station in route to the receiving treatment plant under normal circumstances,
given the implementation of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with Focal 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, to the best of my knowledge, will not adversely affect the downstream sewer capacity. Signature
of this form indicates acceptance of this wastewater flow.
ACC"s Signing Official Signature
Dthe
7
Revision Date: 08

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AuntoRiTv OF CABARRUS COUNTY
jurisdiction Requesting Flow Acceptance:
Deity of Concord DCity of Kannapolis „nig •Town of Mt. Pleasant
LICharlotte Mecklenburg titilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Linder Industrial Machinery Co. —Project tt
Description: :1110 .2/05/16 engineering plans and specifications,_.zis_i j.iy,,epared and sealed_by_KWU_NCPL. with CESIjor
the wastewater collection system extension consisting of approximately 727 _linear feet of_8-_inch_sartitary sewer with, 3
manholes and other appyrtenances to serve 31507 SF located ofl'on of HWY 73, with a wastewater Mseharge,of,875 GPI),
Number of Lots: 1 OR *Number of Units: *Must be included in request.
Date:
Where will the new line he connected:
Lil Directly into a WSACC Interceptor
Into. the Jurisdictions existing collection system
Into a private line
Describe the location of the tie-in line to which the new sewer line will connect: Theipropgscd, 8:inch_ sanitary seyer,
extension will tie-in to the existing 8-inch sanitary. sewer system, which extends to the 15-inch PVC material 'WSACC Afton
Run Branch Outfall Interceptor
Which WSACC Interceptor will the flow ultimately he discharged into: 1.5-inch PVC WSACC Afton Run Branch
Outfallintermtor
'What is the WSACC7 manhole number that the flow will be discharged into? +/- Node 012660
What is the quantity of flow that will be discharged? ,87:3GP1)
Flow type:
0 Domestic "toj c 0 mmerciat too Li industrial
Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater 'Treatment .Facitity — Permit t4NC0036269
,Mluddy Creek Wastewater Treatment Facility — Permit #NC0081621
Design drawings of new lines wilt 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
lithe 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 1 at 704-786-1783, ext. 231, must be notified. 48 hours in advance of a connection into a WS.ACC interceptor.
WSACC will inspect connectionhef'ore, during. and after completion.
If construction is not started within two (1) year from the date of approval of the flow acceptance tis project, the
approval is rescinded and a second request and approval hill he required for the project
VSACC USE ONLY: DATE:
Current sewer model shows an Interceptor as. being surcharged south. oldie manhole in questioil
Approved LI Not Approved
Current Sewer Model shows:

Division of Wate
State of North Carolina
Department of Environment and Natural Resources
DiNision of Water Resources
F10 Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—Ol/14)
(JURISDICTION USE ONLY.)
Jurisdiction Requesting Flow Acceptance for Collection System:
jCity 010)i-word ity ol Karmapolis
EICharlotte Mecklenburg Utilities
Project Title, Description, and Number of Lotsittnit:
Project Title: Linder Industrial :Machinery Co. —Project
Description: The 12/05/16enginee1 ng plans and_sipseilications, J.I.prepared and sealed by MU, NCPF, with CESI, for the
witstewater collection system extension consisting of approximately 727 linear feet of 85inch sanitary sc' with 3 manholes and
other appurtenances to serve 32.507 SF located off/on of HWY 73. with a wastewater discharge of 875 CiPD,
What is the quantity of flow that will be discharged? 875 GPD
Flow tt!pet
Eli Domestic
iyo
--1 0NA"11 of Harrisburg Town ol P 'easat
Commercial 1.00
Industrial
Section - 1..;ist the Jurisdiction's pump stations located between the ploiect connection point and the WSA.CC
interceptor connection point,
Pump Station 1 Firill Capacity *
(Name or Number) NIG.D
YA)
Desgn„Average Dad!, HOW
MGD
(fi')
Approx. Curroli
e6,:verag,:, Daily Flow
,N1(1)
(C) (15) A-D)
O14rtiol, Noe ler lotal Current ii ]ov.- Av)nlabl»
TUba.))1(;) Daily How Plu.s (IbLigmai How
icity***
)I(,I) MGD
3,1161)
The Firm Capaeity ',fan) pump station is defined a.s the maximum 4 pci flom. that can he achieved with the largest pump taken out of service.
.*Design Average Daily Flow is the firm capacity of the pomp station liiyided by a peaking factor not Iles,4, than LS,.
% Planning Assessment Aahlendurn shall he attached for each pump slation bleated between the project connection point and he WwTE. where Available Capacity is <O.
Section IL Jurisdiction's Certification Statement:
1, Witmer .Melton. 111, Director of Public WOrks, certifY that, to the best of my knowledge. the addition orthe volume
of wastewater to he permitted in this project has been evaluated along the route to the receiving WS,A,CC interceptor: and the
flow from this project is not anticipated to cause any capacity related sanitary sCNVer overflows or overburden on any
downstream pump station n route to the receiving \VSACC interceptor normal circumstances, given the implementation of the
'planned improvements identified in the planning assessment where applicable. 'Ibis analysis has been performed in accordance
with local established policies and procedures using the best available data, This certification applies to those items listed above
in Section I plus all attached planning assessment addendumfor which. to the best of my knowledge, will not adversely affect
the downstream sewer capacity. Signature of this frirrnindicates acceptance of this wastewater flow.
risdic ire Date
Revision 1)Lac: 08:(„1)A

KANN,:.AT
. ,
Pubitc Woks
June 1.3, 201.7
North Carolina Department of Environtnental Quality
Mooresville Regional Office - 'Water Quality Section
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Re; Linder industrial Machinery
Sewer Extension and Relocation
City of Kannapolis — Cabarrus County
Dear Sir or Mal
Please find attached for your review and approval the original and, one copy of the permit
application along with the 5480 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 and relocation will connect to the existing Kannapolis sewer system
N•vhich extends to the WSACC Afton Run Branch autfall Interceptor. This wastewater collection
system ill serve the proposed Linder industrial Machinery Company,
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 Mana.gement, This project \vill he installed in accordance \vith these Standard
Specifications.
Please call me at 704-92 -4219 if \ ou have any questions.
Sincerely,
Misty 4. LippardjPF
401.A., 'LAT[i WAY. KANNAPOLP). 28081
704-920-4200 NATWW, KAN NAPO 11 S NC.GOV

Per it Number 00
28i8
Central Files: APE SWP
6/16/2017
Permit Tracking Slip
Program Category
Non -discharge-
Permit Type
Gravity Sewer 6xtensacari; Psart p Stations, Pressure Sewer Extensions
Primary Reviewer
on fume
Coasted ay Ruh
Permit Flew
875
Facility
Status
Active
Version
1,00
Project Type
New Project
Permit Classificatlon
Individual
P It Contact ffll
Facility Name
Linder industrial Machinery Co;
Location Addre
Owner
Fec3lity Cont act A
Region
Mooresville
County
Cana rrus
Dates f vents
Ong Issue
6116/ 017
App Received
61156 017
Regulated Ac
Scheduled
ed t science
Owner Type
Government - Municipal
Owner Off Thatlert
Whiner Meitan Ill
DIR PUBLIC WORKS
PO Sax 1199
Kannapells
Pub tic Nonce Issue
6d18 2017
Office
Wastewater col boil
Duffel'
€ e u sted'Received Evert
NC
8
Effective Sabi ion
Additional intn requested
Additional intcrrnatinn received
body Marne
Streamindex Number
Currant Class Subbasin

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: CITY OF KANNAPOLIS
PERMIT Si: WQ0039288
PROJECT: LINDER INDUSTRIAL MACHINERY COMPANY
ISSUE DATE: JUNE 16, 2017
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted1ierein or portions thereof.
WI V_
/0, ?
Printed Name, Title Signature Date
.t.
ENGINEER'S CERTIFICATION
i, Kate Underwood, PE , as a duly registered Professional Eagineer in the State of North Carolina,
having been authorized to observe (4 eriodically, D weekly, U 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 Per ° g of p Stations and
Force Mains adopted June I, 2000, as applicable; and other supporting mate
North Carolina Professional Engineer's Seal w/signature & date:
X Final n Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
09/07/2018
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
hAnrirPcuillP Rpainnal nifirp Phone: [phone] FAX:[phone]