WQ0039475_Regional Office Historical File Pre 2018

Water Resources
Environmental Quality
September 18, 2017
Mr, Joseph C. Wilson, Chief Engineer
Charlotte Water
5100 Brookshire Blvd.
Charlotte, NC 28216
OY COOPER
Governor
MICAEI S. REGAN
Secretary
S. JAY ZIMMERMAN
DarccWr
Subject: Permit No. WQ0039475
Charlotte Water
Mint Hill Commons Phase 2
Wastewater Collection System Extension Permi
Mecklenburg. County
Dear Mr. Wilson:
In accordance with your application received September 11, 2017, we are forwarding herewith Permit No.
WQ0039475 dated September 18, 2017, 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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations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 §1.43-215.6A 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 150E 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.
>"-No'thinq Compares
State of North Carolina 1 Environmental Quality l Water Resources Water 9 u
Mooresville Regional Office l 610 East Center Avenue, Suite 301 1 Mooresvil
704-663-1699
itya Regional Operations

If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail],
bvVV.Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division ofWater Resources, NCDEC\
cc Anthony Brent Cowan, P.E.he-coov>
Barbara Gross (e-copy)
Tommy Rowland /e-copy\
Regional Office Files
Water Resources Central Files

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 5,594 linear feet of 8-inch gravity sewer, a 0.121
MGD pump station with duplex pumps, on -site audible and visual high water alarms, telemetry, and a
permanent generator with automatic activation;: as well as 599 linear feet of 4-inch force main to serve
the Mint Hill Commons Phase 2 project, and the discharge of 24,120 gallons per day of collected domestic
wastewater into the Charlotte Water existing sewerage system, pursuant to the application received
September 11, 2017, 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 shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
e
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0039475
Permit issued: September 18, 2017

SUPPLEMENTTO .���v n m.u.n�nn_omo u�� vo�"=v�nvu ~�"�'�o-"n~vvv"�w.o
Charlotte Water 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 Charlotte Water McAlpine Creek
Wastewater Treatment Plant in accordance with Permit Number NCO024970,
Permitting ofthis project does not constitute amacceptance of any part of the project that does not meet
15A NCAC2T; 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 Carol ina-licensed Professional Engineer in
the application. It shall be the Permittee's responsibility to ensure that the as -constructed projectmeets
the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
t SPECIAL CONDITIONS
1. No flow in excess of the quantity permitted herein, 24,120 GPD, shall be made tributary to the subject
sewer, system until an application for permit modification for an increase inflow has been submitted
toand approved bythe Division, [15ANCACO2T.0304[b)]
I. The Operational Agreement between the Permittee and the Environmental Management Commission
iSincorporated herein bvreference and shall beacondition ofthis permit. Noncompliance with the
terms of the Operational Agreement shall subject the Pe,mittee to all sanctions provided by North
Cdro|inaGenere)Statute$§143-316.G4to§143'Z15.6[forviV|adon ure ` tuact
-i /ccordmnce
with the terms and conditions of this permit. [16A N[ACO2T.O115]
11. STANDARD CONDITIONS
1. This permit bnot transferable. |nthe event there isadesire for the wastewater collection facilities
to change ownership, or there is a name change of the Pemnhtee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials aymay beappropriate. The approval ofthis request shall beconsidered onits
merits and may ormay not beapproved. (15ANCA[8IT.O104;G.S14]-21S.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions Vfthis permit; l6ANCACZT; the Division's Gravity Sewer Minimum
Design Criteria adopted February1Z, 199b,asapplicable; the Division's Minimum Design Criteria for
4

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.01101
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.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are ,
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 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 orbreakage, etc.|nr
b. Any SSUand/or spill over 1,OOOgallons; mr
c. Any SS0and/or spill, regardless ofvolume, that reaches surface water
Voice mail messages orfaxed information is permissible, but this shall not beconsidered mathe initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone mumber(8OO) 858-0360 or/9l9\ 733-3300.
Persons reporting any of the, above occurrences shall file a spill report by completing and submitting
Part | of Form [3'SS0 (or the most current Division approved form) within five days following first
knowledge ofthe occurrence. This report must outline the actions taken o,proposed tobetaken to
ensure that the problem does not recur. Part ||nfForm [S-SS0(or the most current Division approved
form) can also becompleted tushow that the SSOwas beyond control, [G.S.143-225'IC(a1)]
G. Construction ofthe gravity sewers, pump stations, and force mains shall be scheduled »a as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
tnthe surface waters ofthe State. [1SANCA[O2T.O1U8(b)]
7. Upon completion of construction and prior to operation of the�e permitted facilities, the completed
Engineering Certificationform attached to this permit shall be submitted with the required supporting
documents tothe address provided mnthe form. Acomplete certification ixone where the form is
fully executed and the supporting documents are provided axapplicable. Any wastewater flow made
tributary to the wastewater collection systenn extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permi1tce 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 Countys Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documentsare
provided asapplicable. Supporting documentation shall inciuclmthe following:
a. One copy of the project construction record drawings (plan& profile views of sewer lines& force
mains) of the wastewater collection system extrnsion. Final record drawings should be dear on
the plans or on digital media (CD or DV0 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]
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. 11SA NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §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.
[15A NCAC Q2T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)]

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Charlotte Water
WQ0039475
Mint Hill Commons Phase 2
September 18, 2017
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
1, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ 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; 1SA 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 I Environmental Quality I Water Resources I Water Quality Regional Operations

of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SY'STEM°'I EXTENSION APPLICATION
FTA 04-1Ci & SUPPORTING DOCUMENTATION
Application Number:
All items must be cptm
APPLICANT INFORMATION:
t,leteed by t71r-"R
d or the application will be returned
Applicant's name: t hµtt"lotte Water (cotrtpatty, rnunicipant y, HOA., utility, etc)
Applicant type" Individual Corporation C er°teral Partnership
Federal StaleiCount> fl Municipal.
3A Signature authority's name: Joseph C. W1S[}n per 15Aa`l."
Title: Chief Engineer
4. Applicant's nailing address. 5100 Brookshire I3lrrd.
City: Charlotte State: North Carolina lip: 28216-
5. Applicant's contact information.:
!'hone number: [phone] !'mail Address: cwil errs r ci.charlotte.nc.us
II. PROJECT INFORMATION:
1. Project narne: Mint Hill Commons Phase 2
Application/Project Status: LJ Proposed (New Perrrnit)
If a modification, provide the ex
Privately-C'
E. Other
Penna l ro
date:
If new construction hut part of a .master plan, provide the existing permit number: WQOO _ ..._
3. County where project is located: Meecklenbu
4. Approximate Coordinates (Decimal Degre .$): 1_.:rtitude: 3m5.169` Long de: -80 6.57`
5. Parcel 11 (il` applicable): 1.95
ag permit number; '\ QOO
(or Parcel 11 to closest downstream server)
M. CONSULTANT INFORMATION:
1, Professional Engineer: Anthony Brent Cowan
Firm: The Isaacs Group. P.C.
Mailing address: 8720 Red Oak Blvd.,. Ste. 420
City: Charlotte State: NC 7i 28217
Phone number: [phone] Email Address: hcotianaac.sgrp.coni
IV. WASTEWATER TREATMENT FACILITY (%%WTF) INFORMATION:
1, Facility Name: McAlpine WW 1 P Permit Number: NC0024970
Owner Name: Charlotte Water
Number: 02646'
RECEIVING DOWNSTREAM SEWER INFOR °fATION (if different than W\%'"TF):
1. Permit Number(s): WQ297-638
Downstream (Receiving) Sewer Size: 8 inch.
System Wide Collection System Pert it Number(s) (if applicable): WQCS
Owner Nanne(s): Charlotte Water
rued Public Ll
:v
FORM: FTA 04-16
Page 1 of 5

• VI. GENERAL REQUIREMENTS
1, If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
4. Origin of wastewater: (check all that apply):
® Residential Owned
❑ Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Yes ❑No //N/A
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
D Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect? ❑ Yes D No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(D)
Daily Design Flow a,b
No. of Units
Flow
Single Family Lot
190 gal/lot
90 .
17,100 GPD
Multi Family Lot
135 galllot
52
7,020 GPD
gal/
GPD
gall
GPD
gal/
GPD
gal/
GPD
Tolad
24,120 GPD
a See I5A NCAC 02T .0114(b), (d), (e)(1) and (e)(2.1 for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities locatednear 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 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table ISA NCAC 02T.01141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 24,120 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ 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:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

GRAVITY SEWER DESIGN CRI'TE RLA (If Applieable) _ 021 .0305 & M I)C (Gravity Sewers):
1. Sununariie gravity sewer to be permitted:
ngth (feet)
4995
Section.!! &III rrf"the NIDC for Pernnittin ref Gravity
Section. III contains information related to minimum ,slopes fo
Oversixing lines to meet minimum slope requirement is trot tallta v,ed and a violation of the MDC
ins information related to design criteria
V[II. I'UMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MD(' (Pump Stations Iaorce Mains,
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Proposed Pump Station
Approximate Coordinates (Decimal Degrees). Latitude: ;35.168' l.on i de:-80.657'
3, Design flow of the pump station: 0.1,2l millions gallons per da,y (brut capacity)
4. Operational point(s) oldie pump(s):: 100 gallons per minute at 40.6 feet total dynamic tread (TDI-I)
5. Summarize th.e force main to be permitted (for this. Pump Station):
inches) L.en th (feet) Material
4 743,21 .DIP
4
355,79
Power reliability in accordance with 15 NCACO21
® Standby power source or pump wi th automatic activt°quoin and tele
P'VC
S,A NCAC 02`1'.0305(h)(1)(B):
w !Required for all pump stations with. an average daily flow greater than or equal to 1.5,000 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:
Q Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02 r
.0305(h)(1)(C)
or
Portable pumping unit with plugged emergency pump con.nectrtan and telemetry - 15A NCAC 02T ,0 05(h)(1)(C'):
It shall he demonstrated to the Division that the portable_ source is owned or contracted by the applicant. (draft a.greentent)
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

IX. SE KS & SEPARATIONS -- (0213 .0200 & 15A NCAC 02T ,0305(f
I. Due-; the project comply with all separations found in l 5i NCAC 02 p __U30.51_f) _( ).
ater ma
NCAC 02T.0305(f) co
s and other utilities n
horizo
Reclairned vater
Reclaimed wale
ver se
imnrum se . arat
tback Parameter*
d below h crtica
includir
cal - reclaimed over sewer)
orizontal reclaimed over sewer
ed trenches
**Any private or public water supply source, including any we
p rese ,.o ing water
ass 11 impounded reservcirrs used as a soutee of "drinking r
titers classified \\ S (except WS-I or WS-V), B. SA, ORW, HOW. or SB from nomral
igh water (or tide elevation) and wetlands (see item. IX.2)
ny other stream, lake, mimpoundment, or ground water loweringand surface draina
ditches
Any building foundatic
An, basement.
Top slope of embankment or cuts ot 2 fi
DrainDrainags systems and interceptor drains
I1 he provided for sewer systems:
Separation Requ
24 inches
18 inches
Any swimming pools
al earth grade (wrertic.a
tical height
,1- A NCACO2,..(., t.j3t 5 4 contains alternatives ww'here separations it 0
:, **Stream class' catioi ,' can he identified using the Division's NCSurface
if noncompliance with 02 1,,t)30 4f}..oi see Section X of this application
or
J Yes
feet
50 feet
10 feet
5 feet
10 feet
10 feet
5 feet
10 feet
36 inches
ie ved.
k ebnat<';
Does the project comply with separatioenrents for wetlands? (50 feet of separation)
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
v As built documents should reference the location of areas effected
Does the proje
ipty with all setbacks found in the rawer basin rules per
This would irrelude Trout Buffered Streams per 15A NCAC
02
4. Does the project comply with an individual 404 Pernait or any 401 Certifications?
"r* Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
Information can he obtained from the 401& Bul Ier.Pcrnnttifa< 13i uric h.
No
Does project cciittply= ww°jilt j v(m lC... b? 1 01t S{s)1!) (additional permit
No
El Yes No
Per IS!1I aC\C _021, fffil5( 6j, directly related environmental permits or eertific*rtiean applicatitatas ai°e 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, stormww°ater management plans, etc=).
Does this project include an
lection litres that are deenr.ed "high -priori
Per 1'+ \.NCAC 02'r 0402"high-priority sewer„ means "any aerial sewer, sewer contacting surface waters, siphon, or sense
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer_
© Yes No
If yes, include an attachment with details for each line, including type (aeri
High priority lines shall be inspected by the permi,tte
Inspections documented per 15A NCAC 02T.0403(a)($) cr
material, and location),
its representative at least o
-months and
permitee's individual System- 4ide Collection permit.
FORM: FTA 04-16
Page 4 of 5

CERTTF'1CATIONS:
Doc's the submitted system comply with 1.5A .N_CAC (12T, the l:,tazatnurn llc i lr C't_itcri ft r the Per sttirlg of Puntp,Stattons
and force Mains(ttcst v ersion), and the (r ryity Sewer rMinntttuin De- g st t ion) as applicable?
Yes ❑ No
If No, complete and submit the Variance'A.lternative 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.
Professional Engmeer's Certification:
attes
oval. Engineer'"s name from Application Item
this 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 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.t
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T .0106(6)_
I,
DPP C.. 103
(Signature Authority's name
CI( gets, sot e.e
from Application Item L3.)
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. I also understand that if all required parts of this application package are not completed
and that dal.' required supporting information and attachments are not included, this application package will be returned to
me as incomplete.
NOTE - In accordance with General Statutes 143 211 S. r 1 and 143-215.6-13, 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 $ I0,000 as well as civil. penalties up to $25,000 per violation.
Signature:
Da
FORM: FTA 04-16 Page 5 of 5

Potaris G Map * Mecklenburg County, North Carolina
Mint Hill Commons Phs 2
This reap or report is prepared for the inventory of
Users of this map or report are hereby notified tha
responsibility for the information contained herein.
Date Printed: 8/4/2017 12:58:02 PIVI
it in rtecklenburg County and is compiled from recorded deeds, plats, fax maps, surveys, planim ;trio maps, and other pubic records and data.
Toned public primary information sources should be consulted for verification. fwlecklenburg County and its mapping contractors assume no legal

Send To Printer Back To T"erraServer
USGS 18 km E of Cha
Proposed Pump Sta.
64
Change. to 11x17 Print Size Shoat/ Gr J_iots Change to Landscape
e, North Carolina United States 01 Jul 1996
EXISTING RECEIVING 8"
GRAVITY SANITARY SEWER
INE (PERMIT" NCt. WC) 297-638)
Image courtesy of the U.S. Geological Survey
CO 2004 Microsoft Corporation. Terms of Use Privacy Statement

DE€,Kior3 of
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: The Isaacs Group, P.A.
Project Name for which flow is being requested: Mint Hill Commons - Ph. 2
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NC 0024970, NC 0024945, NC 0024937
All flows are in MGD
c. WWTP facility's permitted flow 99.0
d. Estimated obligated flow not yet tributary to the WWTP 12.516
e. WWTP facility's actual avg. flow . 64.375
f. Total flow for this specific request 0.024
g. Total actual and obligated flows to the facility 76.915
h. Percent of permitted flow used 77.7%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm i pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD 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 Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Lawyers Road Sanitary Sewer
Downstream Permit Number: 297-638
Page 1 of 6
FTSE 04-16

PIPIPPr-,1,11'
III. Certification Statement:
I Carl Wilson certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of is form indicates acceptance of this wastewater flow.
r
f�9pOZ/7
Signing 0 ial Signature Date
Page 2 of 6
FTSE 04-16

CHARLOTTE
W ',TER
September 11, 20I7
North Carolina Division of Water Qr
Water Quality Section
610. E. Center Avenue
Mooresville, North Carolina' S'1 15.
Re: Mint Hill Commons - Ph. 2
Pump Station and Force Main Application
CMUD Project Number 100-17-501
Dear Sir:
The enclosed submittal pack for the referenced project consists of a proposed pump station and force
main to serve 142 single family lots. The collection system will be a public system owned and operated by
Charlotte Water. Charlotte Water has agreed to accept the flow generated by this sewer extension. The
package contains the following items.
Fast Track Application- 1 original, 1 copy..
Application Fee- $ 480.00
s= Detailed Specifications- see plans
Detailed Calculations- see plans
FTSE 09.114 Forrn
If you should have any questions, r.
or Rick Bunton at 704-4 3'2-5099.
ely,
CI-IARII.C)TTE WATER
hen G. Buchanan, PE
ion and Development ,Serve
Donated Projects Manager Senio.
Enclosures
Enclosures
dditional intimmatit n f'Cc i free to give me a call at 704-432-5795
CHARLOTTE WATER.
600 East Trade Street, Suite 020
Charlotte, NC 28202
wwwcttarlottewater,©rg
& Development Services
FAX [phone]

CourierNet NC
Control Number: 1348211
Bt3L, - Curt No, '1348211
User Name:
Company: The Isaacs Group
704-391-7700
eTrac Number: 141543321
01=4
Submitter Information
Account: 50067
Name: The Isaacs Group
Requested By: Karen
Reference: 15089
BOL No.:
Entered: 11-SEP-2017 10:16
Last Updated: 11-SEP-2017 10:25 (EST)
Shipping Information
Service Type:
Return Servic
Pieces:
Weight:
Charges:
Quote:
1 Hour Rush
None
1
0.0 Lbs.
Q.00
0.00
Pick Up From
Deliver To
The Isaacs Group, P.C. Charlotte NC
Karen Kocher
8720 Red Oak Blvd
420
CHARL©I 1 E, NC 28217
Phone: [phone]
Charlotte Water
600 East Trade
020
CHARLOTTE, NC 28202
Phone: [phone]
Pickup Details
Delivery Details
Requested Date: 11-SEP-2017
Ready Time: NOW
Pickup Instructions:
PU Check
Actual Date:
Arrival Time:
Departure Time:
Requested Date:
Deliver By:
Delivery Instructions:
PU a Package
Actual Date:
Arrival Time:
Departure Time:
11-SEP-2017
11:16
Driver:
Date:
Time:
eTrac Order Entry
C 2013 eTrac All rights reserved,
Received by:
Print Name:
https:tiappsetrac. net/RetaiIOE/Tracking/ClyderDetails.asp?E_Number=1415433213,Print=Yes
111

G7
FNUINCEIRING DESIGN & LAND SURVEYING
8720 RED OAK BOULEVARD, STE, 420
CHARLOTTE, N.C. 28217
PHONE [phone] FAX [phone]
TO NCDEQ
610 East Center Avenue
Ste. 301
Mooresville, NC 28115
WE ARE SENDING YOU ❑ Attached
❑ Shop drawings
Copy of letter
COPIES
DATE
❑ Prints
❑ Disk
NO.
LETTER OF TRANSMITTAL
DATE:
ATTENTION:
0
7I.lOB NUMBER:
Plan Reviewe
RE: Mint Hill Commons Phs 2
. Barry Love
Under Separate cover via
❑ Plans
❑ Applications
the following items:
Specifications
$480 check for review fee
DESCRIPTION
Fast Track applications (one original plus one copy)
Flow tracking acceptance form FTSE
8.5x11 color usgs map
street level ma
Set of design plans with specifications
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
For review and comment
REMARKS
❑
Approved and submitted
Approved as noted
Returned for corrections
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
Mr. Love, enclosed find the items listed above for your review and approval. This one is behind schedule in
permitting and so any attention you could give this one to get the permit to construct out the door would be
greatly appreciated! Let me know if you have any questions or comments. i can be reached at 704.227.9402
or bcowan@isaacsgrp,com
COPY TO
SIGNED Brent Cowan

Permit Number • WQ0039475
Central Files: APS _ SWP _
9/18/2017
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuie
Permitted Flow
24,120
Facility
Status
Active
Project Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Mint Hill Commons Phase 2
Location Address
5100 Brookshire Blvd
Charlotte NC
Owner
28216
MajorlMinor
Minor
Region
Mooresville
County
Union
Facility Contact Affiliation •
Owner Name
Charlotte Water
Dates/Events
Owner Type
Government - Municipal
Owner Affiliation
Joseph C. Wilson
Chief E Engineer P
2100 Brookshire Blvd
Charlotte
NC 28216
Orig Issue
9/18/2017
App Received
9/11/2017
Regulated Activities
Draft Initiated
Scheduled
Issuance
Subdivision
Wastewater collection
Outfall
Public Notice Issue
9/18/2017
Requested /Received Events
Effective
9/18/2017
Expiration
Additional information requested
Additional information received
9/11/17
Waterbody Name Streamlndex Number Current Class Subbasin

RECEIVEDINCIDENR/DWP
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Charlotte Water
PERMIT tit; WQ0039475
PROJECT: Mint Hill Commons Phase 2
ISSUE DATE; .September 1.8, 2017
MOORESVIU.6' RE,GIONAL OFF [cE
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 it 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,
PERMFTTEE'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,
Q.-11E7P 6.72\ki
Printed Name, Title
Signature
ENGINEER'S CERTIFICATION
2jZC
Date
1, Anthony Brent Cowan as a duly 'registered Professional Engineer in the State of North Carolina,
having been authorizedto observe (periodically, ri 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 021; 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:
[1 Final
41. Partial (include description)
Includes sewer pump station and gravity sanitary sewer lines in Alta Lane,
Bretton Woods Lane and Brighton Park Drivo bit Steamboat Dr, and Lawyers
Road. Lots covered In this codification are singlo family lots 15-90 and town
home buildings 5 and 6
Certification Comments/Qualifiers (attach if necessary):
jail' signed by Anthony B. Cowan, RE,
Date 2018,12.20 1456J/2-051Kr
State of North Carolina 1 Environmental Quality 1 Water Rescocesi Wiier Quality Reenal Operetiniis
Ntonresville Regiohal Oilicel 610 Last Center Amite. Suite 101. Mooresville, North Carclina 28115

CHARLOTTE
TER
December 28, 2018
Mr, W. Corey Basinger
Regional Supervisor
NCDEQ, Division of Water Resources
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Subject: Request for Pump Station and Force Main Activation Permit.
Mint Hill Commons — Ph. 2
CltWater Project Number: 100-17-501
NCDEQ Permit Number: WQ0039475
Dear Mr, Basinger:
Enclosed please find one copy of each of these items:
1) Certificate of completion
2) Construction record drawings
3) Engineering calculations (Sheets 17, 18, 19)
WORDS
Please send the requested receipt of certification acknowledgement to me. See attached
example. If you have any questions or need additional information, please contact me at
704-432-5099.
Sincerely,
CHARLOTTE WATER
Fr derick D. Bunton
Engineering Plan Reviewer
Installation & Development Services
[e-mail].
cc: files
Attachments
rb
CHARLOTTE WATER
600 East Trade Street, Suite 020
Charlotte„ NC 28202
nstallatio
www.cha rlottewater. orL
& Development Services
FAX [phone]