WQ0039673_Regional Office Historical File Pre 2018

Water Resources
ENVIM*TAL04-1AUTY
December 11, 2017
Mr. Wilmer Melton, 111, Director of Public Works
City of Kannapolis
401 Laureate Way.
Kannapolis, North Carolina 28081
Dear Mr. Melton:
ROY COOPER
Governor
MICHAEL 5. REGAN
snrrrayy
LINDA CULPEPPER
flIffri* Director.
Subject: Permit No. WQ0039673
City of Kannapolis
Project Hercules Private Sanitary Sewer Extension
Wastewater Collection System Extension Permit
Cabarrus County
In accordance with your application received December 6, 2017, we are forwarding herewith Permit No.
WQ0039673 dated December 11, 2017 to the City of Kannapolis (Permittee) for the construction and
operation upon certification of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as
specified therein. This cover letter shall be considered a part of this permit and is therefore incorporated
therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute §143-215.6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, andior referral of the North Carolina -licensed Professional Engineer to the licensing
board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
State or North Carolina I Environmental Quality t Water ResourcesWater Quality Regional Operations
Mooresville Regional Office1610 East Center Avenue, Suite 301 Mooresville, North Carolina 28115
704 663 1699

yon need additional nformationinformation concerning this matter, please contact Ori Tuvia a 7 _ 190 or.
via e-mail at nr(.tuvia nc entgnv.
Sincerely,
by W., Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section.
Division of Water Resources, NCDEO
cc: Carlton urton (Pl.)) (E-copy)
Mooresville Regional Office Files
Water Resources Central Files
PER (E-copy)
Page 2 of

Environmental
Quality
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 1,888 linear feet of 8-inch gravity sewer ; a —40
gallon per minute grinder pump with 65 feet total dynamic head pump station equipped with an
on -site audible and visual high water alarms, telemetry, and a permanent generator with
automatic transfer switch; as well as approximately 1,081 linear feet of 2-inch force main to serve
the Hercules Private Sanitary Sewer Extension Project , and the discharge of 20,000 gallons per day
of collected wastewater into the Water and Sewer Authority of Cabarrus County's existing sewerage
system, pursuant to the application received December 6, 2017, and in conformity with 15A NCAC 2T;
the Divisions 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 fled and approved by the
Department of Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental. Management Commission
Permit Number: WQ0039673
Permit Issued: December 11, 2017
Page 3of8

SL PPLEMENT 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, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -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, 20,000 GPD, shall be made tributary to
the subject sewer system until an application for permit modification for an increase in flow
has been submitted to and approved by the Division. [15A NCAC 02T.0304 (b)]
II. STANDARD CONDITIONS
This pennit 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.0104; 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 21, the Division's Gravity Shyer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting materials unless specifically mentioned herein. [15A NCAC
02T.0110]
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 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

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 months and inspections
documented.
g.
A general observation of the entire sewer system shall be conducted at least once per year.
Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §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 Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3 Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system,
5. The 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 1 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 11 of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control. [G.S. 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 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 (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. 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 pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested modifications
Page 6 of 8

or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis and each on
its own merit. Please note that variances to the Minimum Desin 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. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected, If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02'T .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 §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. [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.
[1.5A 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 governrnent agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: CITY OF KANNAPLIS
PERMIT #: WQ0039673
PROJECT: PROJECT HERCULES PRIVATE SANITARY SEWER EXTENSION
ISSUE DATE: DECEMBER 11, 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
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
designiconstniction 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 Eineer in the State of North Carolina,
having been authorized to observe (El] periodically, E weekly, time) the constniction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials,
North Carolina Professional Engineer's Seal w/signature & date:
at E 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 NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
ETA 04-16 & SUPPORTING DOCUMENTATION
Application Number: jA,1 (to be complocd by DWR)
AI:I items must be compIted or the application will be returned
I. APPLICANT INFORMATION:
I Applicant's name: TPA Group. (company, municipality, HOA, utility, etc.)
2. Applicant type: 0 Individual Corporation 0 General Partnership LJ Privately -Owned Public Utility
El Federal State/County [1] Municipal El Other
3. Signature authority's name: Joe IvicGorrey per 15A NCAC 02T 0106(b)
Title: Principal
4. Applicant's mailing address:
City: Atlanta State: GA Zip:
.5, Applicant's contact information:
Pho:ne number: [phone] Email Address: jmcgorrey(iiVa-grp.corn
IL PROJECT INFORMATION:
1,, Project name: Pro"ect Hercul - Priv Sewe Extensi . n
2 Applicatiotaroject status:
If a. modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a, master plan, provide the existing permit number: WQ00
3„ County where project is located: Cabarrus
4. Approximate Coordinates (Decimal Degree's): Latitude: ,35,437.9Longitude: -t30,6866'
5. Parcel ID (if applicable): 46917579100: 4691894379000: 46927079800900
(or Parcel ID to closest downstream sewer)
Z Proposed (New Permit)
E] Existing Permit/Project
I . CONSULTANT INFORMATION:
I. Professional Engineer: Carlton Burton, PE License Number: 12557
Firm: Dorton Engineering Associates
Mailing address:
50 Fa'
City: Charlotte State: NC
Zip: 28210-
Phone number,: [phone] Email Address: CBurtondburtoncngineeringcom
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFO
•
MATION:
I . Facility Name: j kRivrReionalWastewaterTeatDjentPlant Permit Number: NC 036269
Owner Name: Water & Sewer Authority of Cabarrus County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s) : WQ Downstream (Receiving) Sewer Size: inch
IS
em Wide Collection
Owner Name(s):
stem Perrni
f a WQCS
FORM: FTA 04-16
Page 1 of 5

0 Car Wash
El Hotel anchor Motels
.0 Swimming Pool /Clubhouse
El Swimming Pool/Filter Backwash
[::1 Other (Explain in ,Attachment)
Yes 4No
No
GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
0 Yes 0No N/A
2. If the Applicant is a Developer of 'o s to be sold, has a Developer's Operational Agreement (FORM: DIM been attached?
0 Yes 0No. NIA
3, If the Applicantis a Home/Property Own.ersAssociation, has an Operational Agreement (FORM: HON) been attached?
0 Yes ElNo N/A
4. Origin of wastewater, (check all that apply):
0 Residential Owned
O Residential Leased
0 School / preschool / day care
O Food and drink facilities
Businesses offices / factories
ED Retail (stores, centers, malls)
O Retail with food preparation/service
0 Medical / dental / veterinary facilities
0 Church
Nursing Home
5. Nature of wastewater 100 % Domestic/Commercial % Commercial
% Industrial (See I SA, NCAC 02T .0103(201)
>Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 'I 5A NCAC 02T ,01 14(Q? Ej Yes
If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114( Daily Design Flow
WarehousingD.istribution 100 galloading bay
a See 15A NCAC 021' .01 14(b), (d), (c)(1) and (e)(2 for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential developinent uses; public access facilities located near high public use areas,
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per I SA NCAC 02T .0114(c), design flow rates for establishments not identified [in table I5A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data,
8. Wastewater generated by project: 20,000 GPD (per iSA NCAC 02T ,01 14)
> Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
0 Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that conneet to thisline
E Flow has already been allocated in Permit Number:
Ej Rehabilitation or replacement of existing sewer with no new flow expected
0 Other (Explain):
FORM: FTA 04-16
Page 2 of 5

P11. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T ..0305 & MDC (Gravity Sewers):
rirr-1.Summrize gravity sewer to be permitted:
Size (inches)
8
Length ( e
1,888
Material
PVC
• Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
So Section 111 contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION ILESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Purnp station number or name: Lift Station
2, Approximate Coordinates (Decimal Degrees): Latitude: 35.4399Longitude: -80.6869'
3. Design flow of the pump station: 0,02 millions gallons per day (firm capacit))
4. Operational point(s) of the pump(s): 40 gallons per minute at 65 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Purnp Station):
Size (inches)
Length (feet)
1,081
Material
PVC
6. Power reliability in accordance with 1.5A NCAC 02T 0305(h)(1):
Standby power source or pump with automatic activation and telemetry - I5A NCAC 02T ,0305(h)(1)(8):
fr Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
• Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
EI Portable power source with manual. activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
LI Portable pumping unit with plugged emergency pump connection and telemetry - 1.5A NCAC 02T .0.305(h)(1)(C):
`fr It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement).
and is compatible with the station.
• If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage.
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16
Page 3 of 5

SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(1)):
1. Does the project comply with all separations found in 15A NCAC 021 .0305(0 & (g)
I5A NCAC 02T 0305(1) contains minimum separations that shall be provided for sewer systems:
Setback Parame
ter*
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 sewe
Reclaimed water lines (horizontal - reclaimed over sewer
**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 drinkin water
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, IIQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX,2)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Yes
Separation Required
24 inches
18 inches
10 feet
18 inches
2 feet
100
50 feet
10 feet
Any building foundation
.Anv basement
5 feet
10 feet
Top slope of embankment or cuts of 2 feetre vertical height 10 feet
Drainage systems._and in
Any swimming pools,
Final earth grade (vertical)
drains
5 feet
10 feet
36 inches
15ANCA 2T,0305). contains alternatives where separations in 021.0305(f) cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
> if .noncompliance with 021.0305(0 or (g), see Section X. of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) Yes El No 111 N/A
> 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 construction
> As built d.ocumentsshould reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A ,NCAC 02B .0200? El Yes El No NIA
> This would include Trout Buffered Streams per 15A .NCAC 2B.020.2
4, Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
> Information can be obtained from the 401 & Buffer Permittin,g,Braneh
El Yes
5., Does project comply with 1.5A NCAC 021.0105(c)(6) (additional permits/certifications)? Yes LJ No
Per 15A NCAC,02,1.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6.. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 1.5,A NCAC' 021.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon,
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer,
Yes No Ej N/A
• If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual Systern-Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting„of„Purnp Statim
and Force Mains (latest versiort). and the Gravity Sewer Minimum Design Criteria (latest versimi) as applicable?
Yes
No
If No, complete and submit the Variance/Alternative Design Request application (VA DC 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:
Carlton T. Burton, PE
(Professional Engineer's name from .Application Item
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 143-215.6A 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 $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
t
Signanir Author mini
JOE AI `&0191EY
has been ewed by me and is accurate and
this application are not completed and that
application package is subject to being ret
discharge system to surface waters or the la
injunctive relief, and/or criminal prosecution.
7 • •
SEAL •
12557
attest that this application for
Application Item 1.3.)
(4 014* 44 eil9terz—
o the best of my knowledge. I understand that if all required parts of
tired supporting documentation and attachments are not included, this
omplete, I understand that any discharge of wastewater from this non-
esult in an immediate enforcement action that may include civil penalties,
will make no claim against the Division of Water Resources should a condition
fxr, ,ci+7
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 143-215.613, 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 $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date:
FORM: ETA 04-16
Page 5 of 5

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, purnp stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A, NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T, 15A NCAC 02T .0300 Divisio policies and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T ,0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in I.5A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division,.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02E0303.,
Projects not eligible for review via the fast track process (must be submitted for full technical review):
• Projects that require an environmental. assessment in accordance with 1,5A NCAC IC ,0100;
Projects that do not meet any part of the minimum design criteria (MDC) document;
Projects that involve a variance from the requirements of 1.5A NCAC 2T;
Pressure sewer systems utilizing septic tank -effluent pumps (STEPs) or simplex grinder pumps;
);;. STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
)0• Vacuum sewer systems.
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
List all items included in the application package, as well as a brief description of the requested permitting action.
• Be specific as to the system type, number of homes served, flow allocation required, etc.
▪ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
:fr. Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
Submit the completed and appropriately executed application.
• if necessary for clarity or due to space restrictions,attachments to the application may be made.
If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State.
D If the Applicant Type in Item 1.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
The Project Name in item II. I shall be consistent with the project name on the flow acceptance letters, agreements, etc,
10 The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional En.,i eet.
The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .01.06(b)..
Per 15A NCAC 02'T .0.106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
Page 1 of 3

low Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility,
‘..0' Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
Submittal of this application and form FTSE indicates that owmer has adequate capacity and will not violate G.S. 143-
215,67(a).
• Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE,
.7. Site Maps (All Application Packages):
Submit an 8,5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
• Location of the project (gravity sewer, pump stations & force main)
Downstream connection points and pemiit number (if known) for the receiving sewer
include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
O Submit the most recently issued existing permit.
O Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i,e„ permit description, flow allocation, treatment facility, etc).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
0 Per 15A NCAC 02T „0305(h)(1), submit documentation of power reliability for pumping stations.
This alternative is only available for average daily flows less than 15,000 gallons per day
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station, The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump station,"
If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump
stations' storage capacities and the rotation schedule of the portable power source or pump, including travel
timeframes, shall be provided in the case of a multiple station power outage. (Required at time of certification)
Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
O Per 15A NCAC 02T ..0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
0 Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOMPOA and Developers for , be sold):
0 Home/Property Owners' As. ociations
El Per 15A NCAC 02T ,01.15(c), submit the properly executed 0 erational ATreement (FORM: UOA).
O Per 1,5A NCAC 02T .01.15(c), submit a copy of the Articles of Incorporation, Declarations and By-laws,
O Developers of lots to be sold
O Per 1,5A NCAC 02T ,01, I 5(b), submit the properly executed Operational Agreement (FORM. DENT).
.For more in/hr,noxion, visit the Division's collection systems wehsite
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
Page 2 of 3

COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
Asheville Regional Office
Water Quality Section
Fayetteville Regional Office
Water Quality Section
Moo esvil
Regional Office
Water Qua ity Section
Rai 'oh Regional Office
Water Quality Section
shinqtori Reqiona Office
Water Quality Section
Wilmington Regional Office
Water Quality Section
Winston-Salem Regional Office
Water Quality Section
2090 US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
225 Green Street Suite 714
Fayetteville, North Carolina 283 0
[phone]
[phone] Fax
610 E, Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
1628 Mail Service Center
Raleigh, North Carolina 276 2
[phone]
[phone] Fax
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
127 Cardinal Drive Extension
Wilmington, North Carotina 28405
[phone]
[phone] Fax
450 W. Hanes Mill Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
COUNTIES SERVED
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Alamance, Allegheny, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
INSTRUCTIONS FOR FORM:
'A 0416 & SUPPORTING DOCUMENTATION Page 3 of 3

Pr"
WASTEWATER FLOW ACCEPTANCE FORM
FORTHE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Date: 2017.11,17
DCity of Concord City of Kannapolis °Town ofHarrsburg DTown of Mt. Pleasant
DCharlorte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Pro'ect Hercules Private Sarnlarvwer Extension —Project #017,655.004
Description: The 'ect Hercules Prtvate Santary Sewer Extension ennieerin uins and s e" ions
and sealed by CarltonNCPE witB ° Engineering Associates, for the wastewater collection system extension
consisting of approximately 1,888 linear feet of 8-inch sanitary seffer,1,081 linear f of 2-inch force main. with 1
manholes and other appurtenances to serve a large industrial distributicm center located off/04 of NC Hwy 73, with a
wastewater dischar e of 2
*Number of Lots 1 OR *Number of Units:
ust be included in request.
Where will the new line be connected:
Directly into a WSACC Interceptor
Into the Jurisdiction's existing collection system
Into a private line
Describe the location of the tie-in line to which the new sewer line will connect: The proposed 8-inch sanitainv sewer
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 be discharged into: 15-inch PVC WSACC Afton Run Branch
Outfall'Interceptor
What Is the WSACC manhole number that the flow will be discharged into? +/- Node 012661
What is the quantity of flow that will be discharged? 20,000 GPD
Flow type:
E1 Domestic Commercial 100 fl Industrial
Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
El Muddy Creek Wastewater Treatment Facility Permit #NC0081621
Design drawings ofnew 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 after completion.
If construction is not started within two (2) year from the date of approval of the flow acceptance for Ms project, the
approval is rescinded and a second request and approval will be required for the project
WSACC USE ONLY:
DATE:
EJ Current sewer model shows an Interceptor as being surcharged south of the manhole in question.
Approved D Not Approved
Current Sewer Model shows:

Division of Water Resour
State of North Carolina
Department of Envkonrnent and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE -01/14)
(JURISDICTION USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System;
OCity of Concord City of Kannapolis DTown of Harrisburg LjTown of Mt, Pleasant
Charlotte Mecklenburg Utilities
Project Title, Description, and Number of LotsfUnit:
Project Title: Project Hercules Private Sanitary Sewer Extension—Proiect #017.655.004
Description: The Pro-ect Hercules Private Sanita * Sewer Extension engineer,ngplans andsecificauons asiredid
sealed by Carlton Burton, NCPE, with Burton Engineering Associates, for the wastewater collection syslcm extension consisting
of approximately 1,888 linear feet of 8-inch sanitary sewer, 1,081 linear feet of 2-inch force main, with 7 manholes and other
appurtenances to serve a largginclustrial distribution center located ofTion of NC 73 with a wastewater discharge of 20,000
GPD.
What is the quantity of flow that will be discharged? 20,000 GPD
Flow type;
LI Domestic
Commercial
El Industrial
Section 1 - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Interce tor connection oint.
Pump St atitsn
(Name or Number)
(A) .(1) (C) (D)
Firm Capacity* Doign Average Ibily Flow " Approx. Current Obligated, Not Yet Total Current Flo
MGD (Firrit'pf) Average Daily How Tributary Daily How Plus Obligated How
MGT) NIG!) .SIGD NIGD
Mailable
Capacity.“
11IGD
The Firm Capacity of any pump station is defined m the Innirnui pumped flow that can be achieved %till he largest primp taken out of service.
"iksign trap! Daily now is the firm capacity of the pump station divided by a peaking factor nut less than 2.5.
*"A Planning Assessment Addendum shall be attached pnmp stationbed berm een the project connection po Ivni tk r P herr ,%uilabk C
Section 11. Jurisdiction's Certification Statement:
1, Wilmer Melton, 111. Director of Public Works, certify that, to the best of my knowledge, the addition of the volume
of wastewater to, be permitted in this project has been evaluated along the route to the receiving WSACC interceptor; and the
flow from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden on any
downstream pump station in route to the receiving WSACC interceptor norinal circumstances, given the implementation of the
planned improvements identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data, This certification applies to those items listed above
in Section 1 plus all attached planning assessment addendums for which, to the best of my knowledge, will not adversely affect
the downs' sewer capacity. Signature of this form indicates acceptance of this wastewater flow.
7? - 7- 7
„ .
Arise • 's, Signature Date
Revision Date: 08109113

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
Division of Water Resource3 (FTSE 41/14)
(WSACC USE ONLY) Project Hercules Private Sanitary Sewer Extension
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater
Rocky River Wastewater Treatment Facility — Permit #NC0036269
Ej Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
WWTP facility's permitted flow, MGD
'mated obligatedob1izated flownot vet Iribut
WWTP facility's actual avg. daily flow, MGD
Total flow for thi
Total actual and obligated flows to the fci1iiy, MGD
Percent ofpermitted flow used
26.500
2.49
16.205 (61.15% of perm'
0.020
18.717
70.63%
Section H. Purnp stations along the route from the Jurisdiction's connection point to the WWTP.
Pimp Stadon Fum Capacity
(Name or Number) MGD
(A
irmfp
MGD
ily I
Apprmt Current
Average Daily Flow
MGD
Obhpted Not Yet
Tributary Daily Flow
MGD
neat Current Flow
Plus Obligated Flow
MGI)
( )•'(A-D)
Available
pucity""
MGD
..ower Rocky River PS 37.000
14,800
9,
2,056
1.620
180
* Capacity of any pup station is delcan be achieved with the largest pump taken oat of service.
...Design Average Dopy plow is firm capodty of the pump Nation divided by a peaking factor not less than 2-5.
""A Planning Assessment Addendum shall be attached for each pomp station located between the project connection point and the WWTP where Available Capacity is < O.
Section Ill. WSACC Certification Statement:
I, J. Thomas Hahn. PE, certify that, to the best of my knowledge, the addition (Attie volume of wastewater to be permitted
in this project has been evaluated along the route from the connection to the interceptor to the receiving wastewater
treatment facility; and the flow frOrn this project is not anticipated to cause any capacity related sanitary sewer overflows
or overburden on any downstream pump station in route to the receiving treatment plant under normal circumstances,
given the implementation of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using the best available data.
This certification applies to those items listed above in Section I and Section Il plus all attached planning assessment
addendurns 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.
o or
W CC's Signing Official Signature Di te
Revision Date: 08/09/13

Division
State of North Carolina
Department of .Errviro rnnient and Natural Resources
Reso r ces Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE --0 1 / 14)
F+'TSE PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a Planning Assessment Addendum for each pump station located between the project
connection point and the -WWII' listed in section 1 or 2 where Available Capacity is < 0.:
Pump Station Name (
Pump Station Address:
the proportion and amount of Obligated, Not Yet Tributary Daily Plow (C) accounts for
% and. MOL) ©f the Available Capacity (E) in
Prrtrrfa Station name) and that;
raf aetivahis obligated, not yet tributary capaeity is c rrer tly approximately
MGD per year; and that
A funded Capital Project that will provide the required planned capacity, through CIP
project (name)
is in design or under construction with a planned completion. date of ; and/or
he following; applies:
ten reasonably expected conditions an
to allow, this flow to be permitted, without a
system infrastructure.
t information, there is st
stifiication
?eart likelihood of aver -allocating capacity in
inderstand that this does not relieve the collection system owner from complying with as.
43-215.67(a), which prohibits the introduction of any waste in excess of the capacity of the
aSte disposal system.
gn
I Signature
Dale: OV09/I3

Mr. Michael B. Legg
City Manager
City of Kannapolis
401 Laureate Way
Kannapolis, NC 28081
WATERA SEWER AUTHORITY
OF CABARRUS COUNTY
232 Dayldson Hwy.
Concord, NC 28027
704,786.1783 • 704,795.1554 Fax
November 30, 2017 www.wsacc..org
DEC 0 5 2017
Subject: Flow Acceptance Request — City of Kannapolis
Project Hercules Private Sanitary Sewer Extension
Dear Mr. Le
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 November 29, 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 Project Hercules Private Sanitary Sewer Extension,
located off NC Highway 73. The referenced project will serve a warehouse with 200 loading bays, with a
projected wastewater flow of 20,000 gallons per day (gpd), The wastewater generated by this project will be
conveyed through the proposed 8-inch line, through an existing gravity system, and then enter WSACC's system
at the existing 15-inch Afton Run :ranch Outfall Interceptor. WSACC agrees to accept wastewater from the
proposed development based on information provided by Burton Engineering Associates (Civil Engineer for the
project) using North Carolina Department of Environmental Quality (NCDEQ) wastewater flow guidelines.
The WSACC Capital Improvement Program (CIP) has been on pay as you go since Fiscal Year 2005 — 2006,
funding Capital Projects entirely from Capital Reserves, and WSACC expects to continue this policy into the
future. Projects on the C1P are subject to approval by WSACC's Board of Directors, support from local
governing bodies, regulatory approval, and funding availability. The list and schedule of C1P 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 WSACC, in writing, when
construction of this project is initiated.
If you have any questions, please call me at [phone], extension 228.
S incerely,
a-hL-
J. Thomas Hahn, PE
Utility Systems Engineer
cc: Misty Lippard, PE/Kannapolis
Wilmer Melton/Kannapolis
Carlton Burton, PE/Burton Engineering Associates
Michael Wilson/WSACC
Tim Kiser, PE/WSACC
Chad VonCannon, PE/WSACC
Mark Lomax/WSACC

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Eitension Permit Applications
Division of W (yrsE —01/14)
(WSACC USE ONLY) Project Hercules Private Sanitary Sewer Extensio
Section I. Name of wastewater treatment facility (W'WTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
WWTP facility's permitted flow, MGD
alect otLigated tiowt
WWTP facility's a tual avg. daily flow, MGD
16.205 (6 L 5%, of permit)
0.02
18.717
Section 11. Pump stations along the route from the Jurisdktion's connection point to the WWTP.
Pump Station
(Name or Number)
Firm Capacity *
MGD
7.000 14.8
As Daily Y
MGD
Approx. Current ObliXe& Not Yet
Average Daily Flow Tributary Daily Flow
MGD MGD
9.564 2. 6
(D) (B+C)
Total Current Flow
is Obligated Flow
MGD
.620
* The Firm Cspedty of any pump statioi tl ntxb*um pifflpQd flow that can he achieved with the tamest pomp token out of service.
*Design Average lady Flow Ls the ftrist capacity of tbe pump stetter divided by a peakiag factor not less than LS.
***A !lanolin Assessment Addendum shall be attached for each pump station located between the protect coaamtiosi point
A
(E)—fA-D)
Available
capacity***
MGD
3180
Section III. WSACC Certification Statement:
I, J. Thomas Hahn. PK, certify that, to the best of my knowledge, the addition of the volume of wastewater to be permitted
in this project has been evaluated along the route from the connection to the interceptor to the receiving wastewater
treatment facility; and the flow frem this project is not anticipated to cause any capacity related sanitary sewer overflows
or overburden on any downstream pump station in route to the receiving treatment plant under normal circumstances,
given the implementation of the planned improvements identified in the planning assessment where applicable, This
analysis has been performed in accordance with local established policies and procedures using the best avail le data.
This certification applies to those hems listed above in Section I and Section II plus all attached planning assessment
addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity. Si»iature
of this form indicates acceptance of this wastewater flow.
t o o
W CC's Signing Official Signature D te
Revision Date: 08/09/13

November 20, 2017
The National Map Advanced Viewer
1:18,©56
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3 TNM - National SFructures Dataset. Data Refreshed October, 2317,1 USGS The Nations! Mar: Geocradio Names Inkrntatien System, Data Refreshed JJv, 2017, I USGS TNM - US Tope Data Refreshed October, 2017. I

North Carolina
Elaine F.Marshall DEPARTMENT ENT rF THE
Secretary SECRETARY OF STATE
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Paracorp Incorporated
176 Mine Lake Ct #100
Raleigh, NC 27615
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Raleigh, NC 27615
3350 Riverwood Parkway, Suite 750
Atlanta, GA 30339
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176 i Lake Ct #100 176 MineLake Ct #100 3350 Ripe ad Parkway, Suite 750
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ps01 i rG � a gar t xt`L3 Sir1CSs Res '7/1 t t 7

irr
Tuvia, OH A
From:
Sent:
To:
Cc:
Subject:
Eleanor Thomas<[e-mail]>
Monday, December 11, 2017 10:33 AM
Tuvia, Ori A
Matthew Graham; Carlton Burton
[External] Project Hercules - Private Sanitary Sewer Permit
CA : External email. Do not click links or open attachment unlesserlf ed. Send all suspicious email as an attach tnentto
repart.spam@nc,gov.
Good Morning Ori,
Per your request, this is confirmation that the Project Hercules plans speci
connecting force main is 2".
Let us know if you need anything else.
Thanks,
E Li
ELEANOR ROCIr ILE TH MAS, CI
Burton t gi e rinR .Associates
Main: Q1,553_8881 [ Direct: 7Q4-9677,4Q45
5950 Fairview Road, 'Suite 100 ' Charlotte, NC 28210
0 N awv .BurtonEr7girteering r orn
grinder pump for the lift station, as the

BURTON
COVER LETTER
Project Name: Project Hercules Public Sanitary Sewer Extension
Project Hercules Private Sanitary Sewer Extension
Project Location: 6500 Davidson Hwy, Concord, NC
Project Number: 017.655.004
From: Carlton Burton, PE — Burton Engineering Associates
Date: November 17, 2017
Subject: DWR, Fast Track Sewer System Extension Application (FTA 04-1.6j — Public & Private
TPA Group is proposing the construction a 1.015 mililon square foot logistics center in Kannapolis, North Carolina off NC
Highway 73. The site is proposed to be served by 1,888 LF of new private 8" gravity sewer (as well as 149 LF of new 8" DIP
public gravity sewer within the ROW and a public access easement), seven new private sanitary sewer manholes, one new
public sanitary sewer manhole, 1,081 LF of new private 2" PVC force main, and a proposed private wet well pump station.
Three 8" PVC gravity sewer laterals and one 4" PVC gravity sewer lateral (not to be permitted) will branch out from the
permitted sanitary sewer to serve the building and the guardhouse. The proposed system will connect to an existing
sanitary sewer manhole located on the west side of Barr Rd, but as a portion of Barr Rd is being rerouted, in the final
condition, the existing manhole's location will be on the east side (far side) of Barr Rd,
Private Sewer to be Permitted: Public Sewer to be Permitted:
1,888 LF of Private 8" PVC Gravity Sewer
1,081 LF of Private 2" PVC Force Main Sewer
7 Private Sanitary Sewer Manholes
1 Private Wet Well Pump Station
149 LF of new 8" DIP Gravity Sewer
1 Public Sanitary Sewer Manhole
If you have any questions concerning this information, please contact me at [phone] or by email at
C8urtanWBurtonEngineering.cor .
Sincerely,
Carlton Burton, PE
R 5TE 100 1 Charlotte, NC 28210 i 704,553,8881

[phone] or by emailing
Sincerely,
Eleanor Rochelle Thomas
TRANSMITTAL
Attention: Water Quality Section
Company:
Address:
Phone #:
From:
Project Name:
Project Number:
Date:
Re:
Via:
BURTON
Mooresville Regional Office
610 E. Center Avenue
Mooresville, NC 28115
704-663-1699
Eleanor Rochelle Thomas
Project Hercules
017.655.004
Dec. 5, 2017
- Burton Engineering Associates
Private Sanitary Sewer Fast Track Application Package
E@UPS OUSPS ECourier EiHand Deliver OPick Up
Copies Date
Pages
Description
2 11/20/2017
2 11/17/2017
2 12J05/2017
2 11/17/2017
2
2
1
11/20/2017
11/20/2017
11/17/2017
8
4
2
NCDEQ SS FTA Application (Private)
as ewater Flow Acceptance Form tor WSACC (Private)
WSACC Flow Acceptance (Private)
ter for NCDEQ SS Submittal
USGS Map
TPA Group NC Secretary of State Filing
Check to NCDEQ for $480.00
El As Requested For Approval El For Your Use For Review and Comment
Comments:
If you have any questions concerning this information, please contact Burton Engineering Associates by caning
[e-mail]
Burton Engineering Associates
PLEASE NOTIFY AT ONCE IF ALL ENCLOSURES ARE NOT INCLUDED
5950 Fairview Rd STE 100 Charlotte, NC 28210 * 704,553,8881

Permit Number
'3d
Central Fins: APS SVVP`
12/11/2017
Permit Tracking Slip
Program Category
Noneffischarge
Permit Type
Gravity Sewer Extension, Ptarnp Stations, & Pn
Primary Reviewer
ori.tuvia
Coastal Ste/Rule
Perm tted Platy
20,000
Facility
ure
r Ext nsions
Facility Name
Pro ect Hercules Private Sanitary Sewer
Location Address
Owner
Status Project Type
Active New Project
Version Permit Classification
1,00 Individual
Pearl Contact Affiliation
lajor/Minor
Minor
Facility Contact At1Ihatio1
Region
Mooresville
County
Cabatrus
ner Name
Tpa Group
DatesiEvents
Scheduled
u App Received Draft lnrtaated ssuance
017 12161201"
Regulated Activiti
uta
Own Type
Non -Government
Owner Affiliation
Joe fvloGerrey
50 Rive +. ' P Ste 75,0
Atl nla
303
Public Notice lsse
12/11/2017 2i1112017
Requested /Received Events
Additional information requested
Ater collection Additional information rl-ive
erbody Name
Strearnlndex Number Curren! Class
Expiration
12/8117
Subbasot
17