WQ0040264_Regional Office Historical File Pre 2018

ROY COOPER
GovernOr
MICHAEL S. REGAN
St cretey-
L(NDA CULPEPPER
interinterem Directc?r
NORTH A O UNA.
Enwiroranternt Q U y
September 11, 2(118
Cry, tal. Pat ica, New Development Program Manager
Union. County Public Works
500 N. Main Street, Suite 400
Monroe, NC 2811,2
Subject: Perrttrt No. WQ0040264
Union County Public Works
Main Street Station
Wastewater Collection System E
Uniiion County
Panico:
nsion Permit
In accordance with your application received 'September 4, 2018, we are forwarding herewith Permit No.
WQ0040264 dated September 1 i, 2018, to the Union County Public Works (Perriitee) 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permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and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 1.2; In Accordance with the Res sea Residential Plow Reduce. c n A royal dated lama 26
2018, for permitting purposes, allocations may be permitted utili ing a flow of 8 1Pfil
total bedrooms ltail be stated in the ermit 3 1 bedroo, l 7
2 bedrooms), based on the indicated average of 3-bedrooms per lot, and a mot: fcat.ion
to the permit shall be completed prior to construction for additional bedrooms above the
specified total, The number of bedrooms installed shall he tracked by Union County Public
Works. The current total of bedrooms installed shall he submitted with each engineering
certification (partial or final) and with any permit modification application packages.
Condition .II.l : This pernnit shall not be automatically transferable; a request must be made and approved.

Condition 1L4: Requiresthat 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
designcriteria 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
27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Ori Tuvia at [phone] or
via e-mail at ori.tuvia ncdenr.gov.
Sincerely,
DocuSicdned by:
Al4QC681 AF27425...
by . Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
Michael. Theberge (;P.E.) (E-copy)
Mooresville Regional Office Files (Laserfiche)
Water Resources Central Files (Laserfiche)
PERCS (Laserfiche)
Page 2 of 8

NORTH CAROLINA
EmrumnealQuatfry
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Union County Public Works
Union County
for the construction and operation of approximately 3,418 linear feet of 8-inch gravity sewer, to
serve 117 lots as part of Main Street Station development, and the discharge of 33,345 gallons per
day of collected wastewater into the Union County Public Works existing sewerage system, pursuant
to the application received September 4, 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 shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
—DocuSigned by:
L-- -A 14C C681 AF27425...
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0040264
Permit Issued: September 11, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Union County Public Works 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 Twelve Mile Creek Regional.
Wastewater Treatment Facility in accordance with Permit Number NC0085359.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division.
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation i contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 33,345GPD, 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)i
2) In Accordance with the Revised Residential Flow Reduction Approval, dated January 26,
2018, for permitting purposes, allocations may be permitted utilizing a flow of 285 GPD per
lot. The number of total bedrooms shall be stated in the permit, 351 bedrooms (117 lots * 3
bedrooms), based on the indicated average of 3-bedrooms per lot, and a modification to the
permit shall be completed prior to construction for additional bedrooms above the specified
total. The number of bedrooms installed shall be tracked by Union County Public Works.
The current total of bedrooms installed shall be submitted with each engineering
certification (partial or final) and with any permit modification application packages.
STANDARD C©NDITIONS
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)1
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
Page 4 of 8

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 .01101
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
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 § 1.43-215.1 C.
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.
Page 5 of 8

Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimumof
three years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional
Office, telephone number [phone], as soon as possible., but in no case more than 24 hours
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
h. Any SSO andlor spill over 1,000 gallons; or
c. Any SSO a.ndlor spill, regardless of volume, that .aches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part tor Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur, Part 11 of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control, [G,S, 143-
215.1 C(a 1)]
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, [15.A NCAC 02L.0108(b)-.1
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 f.orrn 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 Permiuee 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 DV D 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.
h. 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
Page 6 of 8

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. [ I5A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's
Minimum Design. Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June I, 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.
[I5A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERIVIITTEE: UNION COUNTY PUBLIC WORKS
PERMIT #: WQ0040264
PROJECT: MAIN STREET STATION
ISSUE DATE: SEPTEMBER 11, 2018
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page Tooter.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S CER'TIf!CATION
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
l as a duly registered Professional En sneer in the State of North Carolina,
having been authorized to observe (] periodically, E weekly, U full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996,.as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and.
Force Mains adopted June .1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal wlsignature & date:
Final ] Partial (include description)
Certification Comments/{ ualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville} NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
ISA NCAC 021 .0300 1 AS1' 'TRACK SEWER SYSTEM ENTENSION AP PLICA'FION
ETA 04-16 & SU PPOWILNG DOCUMENTA
Api)iication Ntimber:
cdo be completed by DWR
Allitems must be Completed or the liction ill he etunel
I. A PPLiCANT I.NTORMATI ()N.
„ Applicant's name.: "Llnionolutott, to party, municipality, t I )A, etc%)
2., A pphcant. type: individual Corporation El Genera! PailucTship
[..-] Federal
StateCounty Ocipal
3. Signature author ity s name: Cry5tal 1) Panic° per NCAC 021 o oolL)
NlAD...eY.el..l1121l1LP.9.Litlrclq4,111.1.011i120A,
Applicant's otal ling address', Itttllll_IN,Pstlittin_siziN129q0.
monfoe State: tNJ., Zir 28112-
Applictanr s contt information:
Phone number: il70t4) lt,tintfl ,Address: crystal.nanico@tunoncountypc,izov
Privately -Owned Public Utility
fl Other
ElECENED./NClEiENRIDWR
MOORE:55/1LE REC4ONAL Orr"IC15,
INFORMATION:
I „ Project name: .Main Street. Station
2, Applicatio 11/Proj ect status: Z Proposed (New Ft Li Existin.g PermitilProject
If a modification, provide the exist'ing permit Dumber Vict00 _ t,tn.d issued date:
*
if new construction but part of a master plan, provide the existing permit ziumher: WQ00
3, County where p JeLt iS 10 C-2 ted: Inijit
1.dkpproximate (.(oordinal.es (Decimal Degree1 id.et 34.923763" Lonuitude: ola.7.335,46"
5, Parcel ID (if 0508400i , 03.110062A
(.'or Parcel 11) to closest downstrea.rn .sewer)
III. CONSULTANT 11N1 ()RMATION:
Professional IttIngiiieeto Littense Number: 003610.
Firm: Rohler lingipecring NC, PI „LC
acidrests, 192? S.. Tryon Street Suite 31.0
City: (d:idtittld3tisd State:, N(Pl
Phone initnber, (980t 272-3,4(.4) 1 u. Atiid re s s
IV. VVASTEWATER T.REATMENT FACILITY (NVAVIT) INFORVIATION:
I. Facility Twetve Mile Creek WRF Permit Number-, 'N170085359
Owner \Jn1e Untiun c; pAnit.y.
V. RE( TIVINC 1XAVNS2t REAM SEWER INFORMATION(if differeot thito
P en nit Number(s): WQ)0.,1l,4627 un (Receiving) Sewk.tr Siie: 8 inch
(.0iiection System Permit Number(s)illatalicat.
Owner Name("): In County
1ORM: FTA 04-16 Page o1

VI. GENERAL REQUIREMENTS
f o if the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been a
Yes ❑No ❑N,+'A
li the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: 1
0 Yes 0-No ZIN'A
If the Applicant is a I- lomc.t'Propertti ()wnars" Associut on, leas an Operational /Agree
❑ Yes QNo ZN/A
Origin of wastewateta: (check all than apply):
Residential Owned
Residential Leased.
❑ School / preschool
/
❑ Food and drink facil
Businesses / offices /' factories
[] Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
0 Church
❑ Nursing Ilome
5. Nature of wastewater : 1CJ0 0 Domestic/Con rnerciaL l
% Industrial (See 15AA N
*Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved. under 15A NC A(` (121 01 i,4(t)? ❑ Yes
If yes., provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type
welling (./nits
T?(.1.1.4(f)).
Daily Design Flow
285 gali[MJ
gal
gal,'
gall
gal.'
gal/
is
hed?
been attached?
) been attached?
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool, 'Clubhouse
O Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
Yes 1 I No
No
No, of Units Flow
117 33,345 GPI)
GPD
GPD
GPD
GPD
Total
.1345 GP
a See 35.A NCAC 0`2'l' 01 l (b) (d) (e (1) artd ( )(') for caveats to wastewater d.esTgn rates (i_e., irtitnttrn flow per
dwelling, proposed unknown non-residerttlal Bevel :ailment 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 (;.ti.
h Per 15A NCAC 02T .01 I4(c), design flow rates for establishments not identified [in table l A N('A( 02'1`,[tl 1 1 shall he
determined using available flow data, water using fix occupancy or operation patterns, and other measured data.
Wastewater generated by project: 33 345 GPI:) (per l5A Nt'AC 01,1 ,011
Do not include future flows or previously permitted. allocations
Ifpennit.ted foss is rcro, indicate why:
❑ Putnp Station or Gravity Sewer where flow will be permitted in subsequen
❑ Flow has alrea.dv been allocated in. Permit Number
❑ Rehabilitation or replacement of existing sewer with no new flow expected
El Other (Explain):
Pe
s that connect to this line
FORM: F=I`A 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02 ( 0305
1. Surnmari e gravity sewer to be permitted.
ches)
1h7 l)C C, r aYr
Length (feet) ( Material.
8" 1 3,054
8 -i-1- 364 [ DI (New Grav
vity)
Section of the MIX' far Pe of Gravity Sewers contains irtfor zatio re ted
Section 111 rantains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
Vfl I. PUMP STATION DESIGN CRITERIA (If Applicable) —
n
la
nc
eria
J1°urtn.p Stab on~/Foree,l1ain ):
COMPLETE FOR EACF! PUMP STATION INCI'D 1N THIS I'RO.IECT
Pump station number or name:
Approximate Coordinates (Decimal Degree
3. Design flow of the pump station:
4. Operational point(s) of the purnp(s): ..
5. Summarize the force main to he permitted (for this Pump Station):
Longitude -
nil 'ions gallons per day (,turn capacity)
gallons per minute at _ feet total dynamic head (TDI-1)
Size (ittcltes) Length (feet)
6. Power reliability in accordance with 1 `5,A NON( 02'I" .0,305(h
Standby power source or pump with automatic activation and telemetry - 15A NCAC 02'T .0305(h)(1)(R):
Required tor' all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
r Must be permanent to facility
Or if the pump station has an average daily flow less than I S,f100 gallons per day
El Portable power source with manual activation, quick -connection receptacle and telemetry ISA NCAC 021"
.0305(h)(1)(C)
or
0 Portable purnpin.g unit with plugged emergency pump connection and telemetry - 15A NCAC 02'1 ,0305(h)(I)(():
y It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station,
If the portable power source or pump is dedicated to, multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, inc tiding travel tirneframes, shall be provided
in the case of as multiple station power outage.
F 1"A 04- 16
Page 3cif 5

Reclaimed water lines (vertical - reclaimed over sewer)
Reclaimed water lines (horizontal reclaimed over sewer)
**Any private or public water supply souree, including any wells, WS-I waters of Class I or
Classll impounded reservoirs used as a source of drinkint water
Waters classified WS (except WS-I or WS-V), .B, SA, ORW, HQW, or SR from normal
high water (or tide elevation) and wetlands (see item 1.X.2)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any buildingioundation
IX. -SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A 'NCA(: (12T ,0305(r) & (g)
I 5A NCAC 02'1-,0305(1) contains minimum separations that shall beprovided for sewer s stems:
Setback Parameter* Separation Required
Stormsewers and other utilities not listed below (vertical) 24 inches
a r mains (venical-water over sewer includingin benched trenches) 18 inches
Water mains (horizontal) 10 feet
18 inches
2 feet
100 feet
50 feet
10 feet
5 feet
Any basement .feet
Fop slope of embankment or cuts of 2 feet or more vertlL 1 height 10 feet
Drainage systems and interceptor drains 5 feet
10 feet
An swimmirigliools
Final earthrade (vertical)
36 inches
15A Nc. AC 021.030.5(g) contains alternatives where separations in 07, j'005to cannot be achieved,
)i "Stream classificationscan be identified using the Division's 'NC Surface Water Classifications webpage
noncompliance with 02-1 0305(t) or (g), .see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) LEI Yes
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
Yes
No
No Ei NIA
3. Does the project comply with setbacks found in the river basin rules per ISA NCAC 0213 .0200? No Ell N/A
1`? l'his would include Trout Buffered Streams per SA 'NcAts:
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 F.1 N
5. Does project comply with ISA NCAC 021,0105(c)(6) (additional permits/certifications)? CE Yes No
Per ISA NCAc, 01 0I(h(cX6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained, Issuance of this permit. is contingent on .issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority"
Per ISA 'NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streainbanks that is subject to erasion that undermines or deteriorates the sewer.
Ej Yes 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 pernuttee 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: FIFA 04-16 Page 4 of 5

X, CERTIFICATIONS:
Does the submitted system comply with 1 NCAC 0 1, the Min' l esign Criteria i tr the i'crrtinting of Pi .p Stations
and ('orce Mains (latest version.), and the C)ravity,Sewer Iw(ar,itrat�rtx 1) sign Criteria (latest version) as applicable'?
E Yes LJ No
If No, complete and suEantit the Varianr:e/Alternative Design Request application (VADC 10-14) and supporting documents for.
review. Approval of the regues is recttrired prior to submittal of the Fast Track Application and supporlingdocuments.
2. Professional En itt r' 'ertifrcat:ion,
(Professional
name oni Application I11.1 _)
a
application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, speciifcatiorrs,
engineering calculations, and all tither 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 143-215,613, any person wlro knowingly makes any false
statement, representation, or certification in any application. package shall be guilty of a Class 2 misdemeanor, which may
include a tine not to exceed $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 15A NCAC 02T .0106(b):
I, _C-RYsrAL
e Author r y's name &c title from Application item l.3.)
i,s application for
has been reviewed by me and is accurate and complete to the best ofmy 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 rdect, this
application package is subject to being returned as incomplete, I understand that any discharge of wastewater front this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, andlor criminal prosecution. 1 will make no claim against the Division of Water Resources should a condition
of this permit be violated. 1 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
incrntplete.
NOTE ..•. In accordance with General Statutes I tw;- l .t)A and 14:3-215 613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include. a fine not to exceed'S10,000 as we11 as civil penalties up to S25,000 per violation.
Date:
FORM: FTA 04-16
Page 5 of5

State of North Carolina
1)cpartncnt of Environmental Quality
ivision of Water Resources
Flow Tracting/A.ceepta nee for Sewer .Extension Applications
(FTSE 04-1()
rinity Requesting ,A1 location:
Project Name for which ilc.)w is being requested: Main Street Station
More than one 1:1SE may be rcquired for a singh,, project If 'lc owner of thk:, )1/WT7 s /1! responsible frm
latio/1,s. ahiPig the route the propos,:Al tvastcwaierlimv,
1, Complete this section only if you are the owner of the NWISteWater treannent plant,
i. WWTP Facility 'Name: Twelve Mile til.'„reek W WIPP
b. WWII' Facility Permit 4: Nt: '0085359
„411.flows are in M G D
e, Wwrp filed ity's permitted. flow 6.0 * Does not 'include
3.M(U) diversion to 6 Mile
d. Estimated obligated flow not yet tributary to the NV IT P 1.5940
e. \mil) racility's actual aVg. flow 3,74
t. 'fotal flow for this specific request 0.0333
. . .
g. Total actual and obligated flows to the faci„lity 5,3673
h. Percent of permitted to used 89.46
:LI. Complete this section for each pump station you are responsible for along the route of this
proposed kVastewater flow.
List pump stations located between the project connection point and the W
(A) (13) (C) (D)----(111+() (E)=0-D)
Design Obligated.,
Pump Average Daily Approx.,. Not Yet -rot& Cumn(
Station 1 Flow" Curreitt Avg, Tributary Flow Pitts
(Name or (apacit,,,„ * (Firm / pf), Daily Flow, Di,tily Flow, Obligated Available
N umber) N,1G1) MGD MGD MGD Flow Capacity***
N/A
* The Firm Capacity of an' pump station is defined as the maximum ptunped 'flow 'that
can be achieved with the largest pump taken out of sertice.
Design Average Daily Flow is the lirm 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 puny station located
between the project connection point and the WWrp where the .Ayailable Capacity is < O.
Downstream. Facility Name (Sewe 'Iwelve Mile Creek WWT.P
Downstream Permit Number: WQ0024627
Page 1 of 6
11SE 04-16

III. Certification Statement:
I Crystal 0. Panico 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 this
form indicates acceptance of this wastewater flow.
• 62 2k
Signin Official ,r gnature - Date
Page 2 of 6
FTSE 04-16

Fast Track Sewer Extension Cover Letter
:Mainye
8200 Wax.
. of Waxilaw
Union n NC
NO,: I 72039
As part Gates Trac
11.„„etter accom i 1 /i -
T%5protect will
constructed
andbndsca/t
the east ofihp ec1 0
J\J43GRD.
This package includes theid
public sewer main extension.
• Sewer FT} Application
• Application Fee( GS
• Vicinity Map
• How Tracking Form
ins
Process'
rk vault d tl a Cover
to an
'Aired (low allocation Col project is
400if you. have any qu,ostions or need FwTher

Union County
EST.: 1.842
Union County Public Works
500 North Main Street
Suite 400
Monroe, NC 28112
T. 704-296-4210
REceivEDINeDENR0M7
www.unioncountync.,.gov
041.00RESVi LE: REGIONAL 0 tEr-W
Transmittal
To:
Attention:
NC, Department of Environmental Quality
Division of Water Resources - Mooresville Regional Office
610 East Center Avenue
Mooresville, N.G. 28115
Regarding: Sanitary Sewer to serve Main Street Station
We are sending you:
Date: August 31, 2018
Copy of letter (I-1 Prints Other
Plans LID Shop Drawrngs
, I i
Copies i 1 Date No. Description
8/22/18 i Cover Letter
1 8/28/18
T
Fast Track Application
1.- t--
,
1 1 8/28/18 i Copy of Fast Track ,Application
1 i
!
USGS 'Top° Map
t
1 Street Level Map
1 i 8/28118 Flow Tracking Form
i
'I t 8/22/18 2292 $480.00 Check (Application Fee)
it. 1
These are transmitted and checked below:
For approval For your As requested For review and comment
use
Remarks:
Signed:
Peter VV. Brown
Received by: Date:

FAST TRACK SEWER ENGINEERIN CERTIFICATION
PERMJTTEE: UNION COUNTY PUBLIC WORKS
PERMIT #: WQ0040264
PROJECT: MAIN STREET STATION
ISSUE DATE: SEPTEMBER 11, 2018
This project shall not he considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's .receipt, Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page Tooter.
Anywastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
1, the undersigned agent for the Pennittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
des:ign/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
ion system errnitted herein onions the
Printed N. ' Title
S CERTIFICATION
1, Michael Theberge , as a duly registered Professional En ineer inthe State of North Carolina,
having been authorized to observe (i►;, 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; I 5A NCAC 02T; the Division of • .
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted .February 12, I996, 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):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]