WQ0040047_Regional Office Historical File Pre 2018

.f
FILE
Water Resources
ROY COOPER
Governor
MICHAEL S. REGAN
Secretat
LINDA CULPEPPER
Environmental Quality Interim Director
September 28, 2018
Mr. Joseph C. Wilson, P.E., Chief Engineer
Charlotte Water
5100 Brookshire Boulevard
Charlotte, NC 28216
Subject: Permit No. WQ0040047 MODIFICATION
Charlotte Water
Stevens Creek Lift Station, Forcemain & Gravity
Sewer, aka Irvins Creek Tributary
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Wilson:
In accordance with your application received September 10, 2018, we are forwarding herewith Permit No.
WQ0040047 MODIFICATION dated September 28, 2018, to Charlotte Water (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permit shall be effective from the date of issuance until rescinded, shall void Permit No. WQ0040047
issued June 22, 2018, 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.
This modification adds 3,100 linear feet of 24-inch gravity sewer and 432 liriear feet of 20-inch force main.
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, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
Slate of North Carolina l Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office l 610 East Center Avenue,.Suite 301 I Mooresville, North Carolina 28115
704-663-1699

27699-6714. Unless such demands are made, this per
I be final and binding.
If you need additional information concerning this matter, please contact Barry Love at (704j 235-214
or via e-mail at [e-mail],
Sincerely,
• DocuSigned by:
A14CC681AF27425..,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: James N. Struve, P.E. (e-copy)
Charlotte Water (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
2

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
Charlotte Water
Mecklenburg County
for the construction and operation of approximately 4,350 linear feet of 8-inch gravity sewer, 4,080 linear
feet of 12-inch gravity sewer, 4,170 linear feet of 16-inch gravity sewer, and 3,322 linear feet of 24-inch
gravity sewer, a 4.32 MGD pump station with triplex pumps, on -site audible and visual high water alarms,
telemetry, and a permanent generator with automatic transfer switch; as well as approximately 50 linear
feet of 12-inch force main and 14,992 linear feet of 20-inch force main as part of the Stevens Creek Lift
Station, Forcemain & Gravity Sewer project, and the discharge of zero gallons per day of collected
domestic wastewater into the Charlotte Water existing sewerage system, pursuant to the application
received September 10, 2018, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other
supporting data subsequently filed and approved by the Department of Environmental Quality and
considered a part of this permit.
This permit was originally issued on June 22, 2018 for 4,350 linear feet of 8-inch gravity sewer, 4,080 linear
feet of 12-inch gravity sewer, 4,170 linear feet of 16-inch gravity sewer, and 222 linear feet of 24-inch
gravity sewer, a 4.32 MGD pump station with triplex pumps, on -site audible and visual high water alarms,
telemetry, and a permanent generator with automatic transfer switch; as well as approximately 50 linear
feet of 12-inch force main and 14,560 linear feet of 20-inch force main as part of the Stevens Creek Lift
Station, Forcemain & Gravity Sewer project, and the discharge of zero gallons per day. This modification
adds 3,100 linear feet of 24-inch gravity sewer and 432 linear feet of 20-inch force main with no change
in flow.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
,..__Qa.claWs%ond limitations contained therein.
`--by'w. oreyiasinger, RegionarSupervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0040047 MODIFICATION
Permit Issued: September 28, 2018
3

SUPPLEMENT PERMIT COVER SHEET
Charlotte Water is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected bythis system shall be treated in the Charlotte Water McAlpine [reek
Wastewater Treatment Plant in accordance with Permit Number NCO024970.
Permitting ofthis project does not constitute an acceptance of any part of the project that does not meet
15AN[A[3T|the Division's Gravity Sewer Minimum Design Criteria adopted February ll 1096' as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June l' lUQU 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 SpecW
Conditions identified below.
1. SPECIAL CONDITIONS
1. Per 164 NCAC 028.0605, all portions of the gravity sewer line, lift station, and force main located
within the 200-foot riparian buffer of Goose Creek and its tributaries shall meet the requirements
of15ANCAC 02T.OG07(U-
ZThe Permitteeshall obtain all deeds, easements and encroachment agreements necessary for
installation, operation, and maintenance of the system prior to operation. [15A NCAC 02T.0305(c)]
All 401 QertiGmmtimnu/404 Permits shall be obtained prior to construction of the sewer lines and
pump station as permitted herein.
3. This permit shall befor the construction of the wastewater collection facilities only. Noflow shall
be made tributary to the subject facilities until a permit modification application is submitted (with
the appropriate fee),amodified permit iyissued, and the Engineer's Certification \sreceived and
approved by the Division. Only lots that can obtain mseptic disposal system viathe[uuntyHem|th
Department may bmdeveloped until such time that the permit iumodified and system permitted
herein isplaced into operation. [1SANCACO2T.D116]
4

4. No flow 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)]
5. Each pump station shall be clearly and conspicuously posted using a weatherproof sign with a pump
station identifying name/number, 24-Hour Emergency telephone number, and name of the
owner/operator of the sewer system/pump station and instructions to call the number in the event
of alarm activation or other emergency. Simplex pump stations or vacuum sewer pits serving a single-
family residence may have a placard or sticker on the control panel in lieu of a sign. [15A NCAC 02T
.0305(h)(2)]
II. STANDARD CONDITIONS
1. This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.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 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
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)]:_
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.
5

^
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
[ Ageneral observation ofthe entire sewer system shall be conducted at least once per year.
8. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with I5A N[A[2B.O5O6(a), and public notice shall be provided asrequired byNorth Carolina
General Statute §l43-2IS.1[.
hA 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 torequire grease interceptors atexisting establishments. The plan shall also
include legal means for inspections mfthe grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
Z. 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
permit1eeorits representative.
l Grease education materials shall be distributed more often than required in Parts (1) and (Z)
ofthis Subparagraph if necessary to preventQrease're|ated sanitary sewer overflows.
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 Rulefora minimum of three
years with exception of the map, which shall be maintained for the life of the system.
5 The PvnnkteeshoU report by telephone to a water resources staff member atthe Mooresville
Regional Office, telephone number (704) 663'1699' 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 tuknown orunknown reasons, that renders the facility incapatje
of adequate wastewater transport, such as mechanical or electrical failures of pumps, |lme
blockage orbreakage, etc.;or
b. Any S58and/or spill over l'0ODgallons; or
c. Any S5[>and/or spill, regardless mfvolume, that reaches surface water
Voice mail messages orfaxed information is permissible, but this shall not beconsidered axthe initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number (800) 868'0368 or(9I9) 733-3300.
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part | of Form CS-5SO (or the most current Division approved form) within five days following first
knowledge ufthe occurrence. This report must outline the actions taken or proposed to betaken to
ensure that the problem does not recur. Part ||ofForm CS'SS[}(or the most current Division approved
form) can also becompleted to show that the SSOwas beyond control. [G.S.I43'21S.1C(a1)]
6

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 or variances to
the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [15A NCAC 02T .0116]
7

8. Gravity sewersinstalled,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 ail viable solutions have been
examined, aslope variance can be requested from the Division with firm supporting documentatimn.
ThisshqD be done through a permit modification with fee. Such variance requests will he evaluated
unacase-by~caoebasis. Resolution ofsuch request shall beevident prior tocompleting and submitting
the construction certification. [ I5A NCA[O7T.QIOS(m)]
9. A copy ofthe construction record drawings shall be maintained onh|e bythe Pprmittee for the life of
the wastewater collection facilities, [I5A N[A[02T.0Il6|
10i 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 ofPump Station and Force Mains adopted June 1' 2000
as applicable; and other supporting materials may subject the Permhteetman enforcement action by
the Division, in accordance with North CaroQna General Statutes §143-2I5.6Athroogh b143-215.6C'
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer no the licensing board. [I5A NCA[Q2T .0104; I5A NCACOZT
Il. In the event that the wastewater collection facilities fail no perform satisfactorily, including the
creation of nuisance conditions, the Permi'ttee shall take immediate corrective action,indudingthose
as nmay be required by this Division, such as the construction ufadditional orreplacement tacJities.
[16A N[&[OZTOI18;15AN[A[QIT.O1Q0(b)]
lJ. The issuance of this permit shaii 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 may be
required by the Division wrany other Federal, State, ofLocal government agencies. pG.l I43-

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITT£E: Charlotte Water
PERMIT#: WQ0040047 MODIFICATION
PROJECT: Stevens Creek Lift Station, Forcemain & Gravity Sewer, aka Irvins Creek Tributary
ISSUE DATE: September 28, 2018
This project shall not be considered complete nor allowed to operate in accordance with 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
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
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. 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
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
I, as a duly registered Professional En sneer in the State of North Carolina,
having been authorized to observe (n periodically, n weekly, full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina 1 Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional OfEcel 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
one FFa uao

State of North Carolina
Department of Environmental Quality`
Division of Water Resources
15A NCAC 02T .0300 FAST TRACK SEW'Ii R S" 'STEM EXTENSION APPLICATION
FTA 04-
SUPPORTING DOCUMENTATION
Applic.atiNumber:
All items must be co
pleted
R"} NICER 1 IN OENRii)VV
nr the applie tta n will be returned
APPLICANT INFORMA`I°ION:
I. Applicant's name: Charlotte Vbaier (c-ompany, rnunic ipality, HOB,,, utility, etc.)
2. Applicant type: lrudividual © Corporation El General Partnership © Prix al
[] Federal Q State/County ?Municipal © Other
3. Signature authority's name: Joseph C. Wilson per 15A NCAC 412"I ,0106(b)
Title: Chief Engineer
4. Applicant's mailing address: 5100 Brookshire Blyd.
City: Charlotte State: NC Lip: 28210-
5. Applicant's contact irt#rmacrn_
Phone number: (704) 31-5145 Email Address: cwils
II. PROJECT INFORMATION:
1, Project name In/ins Creek Trihutary Crravity Sewer Project
Application/.Project status:
roposed (New Permit.)
0\
I ristitaa Permit/Pro
MOOR
Ilia modification, provide the existing permit number: \\ Q0040047 and issued date: June 22,2018
If new construction but part of a master plan, provide the existing hermit number: \ 'Q00
3. County where project is located: 7ecklenbtd.
4. Approximate Coordinates (Decimal Degrees): latitude: : 5.170609` longitude:-80.65460 "`
5, Parcel ID (if/applicable): 1970133.11_
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
1. Professional Engineer: ,Tames N. Struve
Hazen and Sawyer
18179
Mailing address: 9101 Southern Pine Blvd. Suite 250
City: Charlotte State: NC Lip: 28273-Le�..
Phone number: (704) 357-3I50 Email Address: jtru %ha?enandsa yaer,c n3
WASTEWATER TREATMENT FACILITY (t. WTF) INFORMATION:
1. Facility Name: McAlpine Creek \ MFW Permit Number: NC00 497E1
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SE INFOIt 1A7ION (if different than W`"i 'TF):
1. Permit Number(s): WQ
System WideCollectionS t .Permit Numbers 'if applicable): VVQCS00001
Owner Name Charlotte Water
Downstream (Receiving) Sewer Size: 24 inch.
ed Public Utility
l'r 04- l 6
Page 1 of 5

TU COMPLETED API'LICATI0N PACKAGE I';NCI,DING ALL SUPPORTING INlrORMATION AND
MATERIALS, SHOULD BE SENT TO `I'iIE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
Asheville Regional 0
Water Quality Section
Faye Regional Office
Water Quality Section
ADDRESS
2090 US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5094
[phone]
[phone] Fax
COUNTIES SERVE©
Avery, Buncombe, Burke. Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain„ Transylvania, Yancey
Anson, Biaden, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
ooresville Regional 0fice
Water Quality Section
610 E, Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
ataniy, Union
Raleigh Regional Office
Water Quality Section
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
Washington Regional 0ffr`ce
Water Quality Section
ington RegZonal 0
er Quality Section
Winston-Salem Regional Off
Water Quality Section
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
27 Cardinal Drive Extension
ington, North Carolina 28405
) 796-7215
[phone] Fax
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, Pander
450 W. Hanes Mili Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
Alamance, Alieghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,.
Stokes, Surly, Watauga, Wilkes, Yadkin
INSTR.UCT1ONS FORM: FT a 04-16 & SUPPOR"tl'laG f t CUM.I N 1, fft "v Page 3 of 3

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of 'Public Convenience and Necessity been attached?
0 'Yes 0.No NA
2. If the .Applicant is a Developer of lots to 'be sold, has a Developer's Operational ,Agreernent (FORM: DEV) been attached?
0 Yes 0No NIA
3, Utile Applicant is a Horne P ery Ownersl Assoiaticnhasan. Qprationa1 Agree en (FORM: HOA) been attached?
0 Yes ENo N/A
4. Origin of wastewater: (check all that apply):
0 Residential Owned. 0 Retail (stores, centers, malls)
0 Car Wash
0 Residential Leased 0 Retail with food preparation/service 0 Hotel and or Motels
0 School / preschool / day care 0 Medical / dental veterinary facilities 0 Swimming Pool /Clubhouse
D Food and drink facilities J Church Ej Swinuning .Poolifilter .Backwash
0 Businesses / offices / factories J Nursing Horne 0 Other (Explain in Attachment)
5. Nature of wastewater 1.00 % Domestic/Commercial
% Commercial
?to Industrial (See 15A 'NCAC 02T ,0103(20))
k Is there a Pretreatment Program in effect?
Yes No
6. Has a flow reduction been approved under 15A NCAC 02T ... 7 Yes E] No
If yes, provide a copy of flow reduction approval .IetLer
7. Summarize wastewater generated by. project:
Establishment Type (see 02T.0114(D)
Daily Design Flow
gal/
No. of 'Units
Flow
GPD
gal/
gall
gaL
GPD
GPD
GPD
gal./
gal/
Total
GPD
GPD
0 GPD
a See 15A N€ACO2F0jj4b)Jdje1ande2j for caveats to wastewater design flow rates minimum flow per
dwelling; proposed unknown nonrcsidentia1 development uses; public access facilities located near high public use areas;
and residential property located south or east ofthe Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 1.5A. NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 1.5A NCAC 02.T.01.141 shall be
deterrnined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC 02T .0114)
.> Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
0 Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
Flow has already been allocated in Permit Number: NC0024970
0 Rehabilitation or replacement ofexisting sewer with. no new flow expected
0 Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
24
Length (feet)
3,100
Material
DIP. PVC
r Section Il & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section ill 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 1'41DC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED I:N THIS PROJECT
1. Pump station number or name: N/A
?, Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3, Design flow of the pump station: millions gallons per day (fie capacity)
4, Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDI)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
20 432 DIP
Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
© Standby power source or pump with automatic activation and telemetry 15A NCAC 02T .0305(h)(l)(B)y
Required for all pump stations with an average daily il.ow 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:
© Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
© Portable pumping unit with plugged emergency pump connection and telemetry _ 15A NCAC 02`l' .0305(h)(1)(C):
l.t 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.
lithe 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: ETA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T ..0305(I)):
1. Does the project comply with all separations found in 15A NCACO2T 0305(fj &, (g)
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Storm sewers and other utilities not listed below (vertical)
Water mains ('vertical -water over sewer including in benched trenches)
Water mains (horizontal)
Reclaimed water lines (vertical - reclaimed ov
e
Reclairrred water hues (horizontal - reclaimed over sewer
Any private or public water supply source, including any wells, WS-I waters of Class 1. or
lass II impounded reservoirs used. as a source of drinki
**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 s
ditches
a
lake, impoundment, or ground water lowering and surface drainage
Any building foundation
Any basement
Top slope of embankment or cuts of 2 feet or more vertical height
Drainage systems and interceptor drains
Any swimming pools
Final earth grade (vertical)
Yes ©No
Separation Required.
24 inches
hes
10 feet
100 feet
50 feet
10 feet
5 feet
10 feet
10 feet
5 feet
10 feet
36 inches
15A NCAC 02T.0305( ) contains alternatives where separations in 02T.0305(f) cannot be achieved.
**Stream classifications can he identified using the Division's NC Surface Water Classifications webpage
If noncompliance with 02T.0305(f) pjg), see Section X of this application
Does the project comply with separation requirements for wetlands? (50 feet of separation) Yes ❑ No ❑ NIA
See the Division's draft separation requirements for situations where separation cannot be meet
r No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
Does the project comply with setbacks found in the river basin rules per 15A NCAC 0213 .0200? ❑ Yes ❑ No N/A
This would include Trout Buffered Streams per 15A NCAC 2110202
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 Permitting Branch
Yes No
Does project comply with 1 .5A NCAC 02J7.0105(c)(6) (additional permitslcertilieations)? ( Yes No
Per 15A NCAC 02T.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-pri.ority�""
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.
© Yes No El 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 System -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 Pump„ Stations
and Force Mains (latest version), and the Gravi en rerMininlum Design Criteriajlatestversion) as applicable?
es El No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
atte
(Professional Engineer's name from Application Item I11
a
his application for
has been reviewed by the 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. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria. for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting.
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and
have 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:
Applicant's Certification per 1.5A NCAC 02T .0106(b):
(Signature Authority's name & title from Applicaon Item I.3.)
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that 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. I will make no claim against the Division of Water Resources should a condition
of this permit be violated, t also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me, as
incomplete.
NOTE - In accordance with General. Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10.000 as well as civil penalties up to $25,000 per violation.
Signature:.
Date:
FORM: F TA 04-1.6
Page 5 of 5

stations along the route
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE. 04-1 6)
Entity Request in Allocation: Charlotte Water
Project Name for which flow is heing requested: Irving Creek 'Tributary Sanitatl Sewer
More than one FTSE win project f the ¢ w`ne rrf the WWTP is not resp
vater flow
Able fiar all pwnp
I. Complete this section on
a., W WT1' Fact
b, W W"T'P Faci
Name:
are the owner of'the wastetivater treatment plant.
rwin Creek, Sugar Creek, McAlpine Creek WWTP
NC0024945, NC0024937, NC0024970
c. WWTP facility's pert itted flow
.411flows are in MGD
99. 00©
d. Estimated obligated flow not yet tributary to the W'''TP 12.441
WWTP facility's actual avg. flow
63.767
f. Total flow for this specific request 0 000
g. Total actual and obligated flows to the facility 76,208
h. Percent of permitted flow used 77,0%
Complete this section for each pump station you are responsible for along the route of thi
proposed wastewater flow,
List pump stations located between the project cot neeticmn point and the WWTP:
(A) (B) 'C) ta)' (B+C) f (e f))
Design Obligated,
Pump Average Daily Appro+r., Not Yet Total Current
Station Firm Flew"" 'Tributary Flow Plus
(Nance or Capacity, (Firm Id pt), t3aalyy Flow, Daily Flaw, Obligated Available
Number) MGD MOD MGD MOD Flow Capacity*"
* 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 Flaw is the firm capacity of the pump station divided by a peaking
factor Of) not Tess than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the VVWTP where the Available Capacity is < O.
Downstream Eacility Name (Sewer,
Downstream Permit Number:
rvins Creek Trib to Mint Hill
WQ0010167
Page I of 6
ETSi t)4-16

ration Statement:
(ert
Keri Cantrell certify to the best of my knowledge that the addition of
the volume of wastewater to he permitted in this project has been evaluated along the route to the
receiving wastewater treatment. facility and that the Clow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where a.pplicahle. 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 Sections 1 and 11
plus all attached planning assessment addendums for which 1 am the responsible party.
Signature of this form indicates acceptance of this wastewater flow,
9/5/2018
Signing Official Signature Data
Page'? of6
:14-16

egend
• Sod Bore
Rod Sounding
Discharge Manhole
Proposed 24" Sewer
20" Force Main by Othe
Existing 8" Sewer
Parcels
Creek
Irvins Creek Tnbutar,
CHARLOTTE
LATER
Irvins Creek
Sanitary Sewer
Replacement

tattt MU. tWAIALANGLE
6 WFM07 itOi4'
sn�wNx�awx .new» .wmew

Haze
Hazen sand Se'
Chadolle, PAC 28273 -
Mr. Barry Love
NCDEQ Division of Water Quality
610 E. Center Avenue
Mooresville, NC 28115
RE: Charlotte Water
Irvins Creek Tributary Gravity Sewer Project
Force Main Extension
H&S Project No. 31322-001
Dear Mr. Love,
Hazen and Sawyer (Hazen) was contracted by Charlotte Water (CLTWater) to provide professional
engineering services to design the Irvins Creek Tributary Gravity Sewer. Subsequently, Hazen is hereby
submitting a Fast Track Application (FTA) on behalf of CLTWater for the extension of the Stevens Creek
Force Main (previously permitted under permit number WQ0040047). This project will extend the existing
force main 432 feet to tie-in to the proposed gravity sewer to allow for current and future hydraulic capacity,
however, this project does not increase the firm pumping capacity of the existing pump station, and
therefore, a zero flow increase is associated with this project.
This project begins at the Irvins Creek Greenway and progresses southeasterly along the natural drainage
pattern, crossing NC HWY 51, and generally following Lawyers Road until it ties -in to Stevens Creek Force
Main. Project components include new cased trenchless crossings under NC HWY 51 and Lawyers Road,
new manholes, and extension of the Stevens Creek Force Main.
We have submitted an Erosion and Sediment Control Plan to NCDEQ for this project and are awaiting
approval.
The following documents are included for the project to facilitate your review:
• Review fee check in the amount of $480
• Fast Track Application (FTA 04-16)
• Flow Tracking/Acceptance Form (FTSE 04-16)
• Site Maps (USGS Topographic Map and Street Level Aerial Map)
• Stevens Creek Sewer Extension Permit No, WQ6640047
Please feel free to contact me if you have any questions at 704-357-3150 or via email at
emjerzeiewski(a�hazenandsawyer.com,
We look forward to the favorable review of this application..
Sincerely,
HAZEN AND SAWYER
Ellie Iwiierzejewski, Eq
cc: Nicole Bartlett, CLTWater
Jim Struve. Hazen
hax:enandsawyer,corr

TO
Hazen
Barry Love
NCDEQ Mooresville Regional Offie
610 E. Center Ave. Suite 301
Mooresville, NC 28115
WE ARE SENDING YOU , Attached
0 Shop drawings ❑ Prints
❑ Copy of letter ❑ Change order
DATE:
Septernber 6, 2018
A .NTtl N
Barry Love
RE°
Charlotte
J
at r Irvins Creek
e
Fast Track Application
UPS
❑ Under separate cover via
0
Plans
tr
31322-001
IRlr mir
- ,L_L .. r wm_ OFF'&CE
the following items:
0 Samples ® Specifications
Fast Track Application
COPIES DATE NO.
DESCRIPTION
1
Fast Track. Application
FTSE
S480 Check
THESE ARE TRANSMITTED as checked below:
REMARKS
II For approval
■ For your use
0 As requested
0 For review and comment
❑ FOR BIDS DUE
❑
❑
❑
Furnish as submitted
Furnish as corrected
Revise and resubmit
0 Resubmit copies for approval
0 Submit copies for distribution
Return corrected prints
20 ❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED:
Mierzeje‘�
704-941-6056
If enclosures are not
d, kindly 0074 u5 21 nrlco.

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
WQROS
Charlotte Water
WQ0040047 MODIFICATION
Stevens Creek Lift Station, ForcerTlain & Gravity Sewer, aka Irvine Creek Tributary
September 28, 2018
This project shall not be considered complete nor allowed to operate in accordance with 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
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
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, 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
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitte•' irein or portions thereof.
etit�s1FF �n
Printed Name, Title
signature Date
EER'S CERTIFICATION
5R4wr& Aiflee T& , as a dui registered Professional En lneer in the State of North Carolina,
having been authorized to observe (periodically,] weekly, full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
E Final [ Partial (Include descrip
Certification Comments/Qualifiers (attach if necessary):
TRTS Pitt tkt ee12TTFscATTcN ovidt1 .+-r'PerFJ R3
rime g u,-,i- y G RA,/1 Y SFfra I )P Ea 111 'VWr oOrrsrhrr-aev
DATE) Z sr/ g Are./4 reieeve+FS 3,1©a G F dF Ga r Y SFwt ' ,4n4, y32 LF ac Fite( AO
State of North Carolina l Environmental Quality i Water Resources l Water Quality Regional Operations
Mooresville Regional Officel 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115