WQ0039344_Complete File - Historical_20171231

Water Resources
Environmental Quality
July 26, 2017
Crystal 0. Panico, New Development Program Manager
Union County Public Works
500 North Main Street, Suite 400
Monroe, NC 28112
Dear Ms. Panico:
FILE
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No. WQ0039344
Union County Public Works
Millbridge Phase 7C
Wastewater Collection System Extension Permit
Union County
In accordance with your application received July 17, 2017, we are forwarding herewith Permit No.
WQ0039344 dated July 26, 2017, to Union County Public Works (Permittee) for the construction and
operation upon certification of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded and shall be subject to the conditions and limitations
as specified therein. This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and '
approved.
Condition 11.4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, 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 15013 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.
—'Nothing Compares`�,,
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115
704-663-1699

If you need additional information concerning this matter, please contact Barry Love at 704-25 214 or
via e-mail at [e-mail].
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Weston Boles, P.E. (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 Articie 21 of Chapter 143, General Statutes of .North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to
Union County Public Works
Union County
for the construction and operation of approximately 5,742 linear feet of 8-inch gravity sewer as part of
the Millbridge Phase 7C project, and the discharge of 33,060 gallons per day of collected domestic
wastewater into the Union County existing sewerage system, pursuant to the application received July 17,
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.
tip_ by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0039344
Permit Issued: July 26, 2017
3

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 Union County Twelve Mile Creek
Wastewater Treatment Plant 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 is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 33,060 GPD shall be made tributary to the subject
sewer system until an application for permit modification for an increase in flow has been submitted
to and approved by the Division. [15A NCAC 02T.0304(b)]
II. STANDARD CONDITIONS
This 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, 200D, as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110]
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
4

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 (Le. 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

5. The Pe,nittee 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 toknown orunknown reasons, that renders the facility incapable
of adequate wastewater transport, such an mechanical or electrical failures of pumps, line
blockage o,breakage, etc.;or
b. Any SSOand/or spill over 1,000gallons; mr
c. Any 5S{)and/or spill, regardless ofvolume, that reaches 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 bereported tm
the Division of Emergency Management at telephone number [phone] or(9I9) 733'3300�
Persons reporting any ufthe above occurrences shall file aspill report bycompleting and submitting
Part I of Form CS'5SO (or the most current Division approved harm) within five days following first
knowledge ofthe occurrence. This report must outline the actions taken orproposed tobetaken to
ensure that the problem does not recur. Part i|ofForm CS'SS(l(or the most current Dlvidmnapproved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215. 1C(a 1)]
G. Construction of the gravity sewers, pump stations, and force mains shall be scheduled nz as not to
interrupt service by the existing utilities nor result 'in an overflow or bypass discharge of wastewater
tothe surface waters ofthe State. 115AN[ACO2T.0108(b)l
7' Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached tnthis permit shall hesubmitted 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 asapplicable, 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.
dthe permit isissued tmaprivate entity with an Operational Agreement, then acopy ofthe Articles
of incorporation,[eclarations/Covenarts/Restrict\mns, 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 asapplicable, Supporting documentation shall include the foUowlnQ�
a. One copy ofthe project constnuctionrecorddrawimgs/p|an&profleviewsofsevverDnes &force
mains) ofthe 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,
ve|ocby, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time inthe wet well, and force main, ability to flush low points in
force mains with o pump cycle, and downstream sewer capacity analysis. if portable power
6

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, an 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. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, 'in accordance with North Carolina General Statutes §143-215.6A through §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 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 may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)]
7

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMNT6E:
PERMIT #:
PROJECT -
ISSUE DATE:
Union County Public Works
VVQ0039J44
K4iUbridgaPhase 7C
July Z6,ZO17
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 besubmitted |namanner that documents the Division's receipt. Send the required documentation
the Regional Supenvisor,VVaterQualityRe8iona|OpenadonsSectionolthomddressatthebottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall he considered a violation of the permit and shall subject the Permhtee to
appropriate enforcement actions. The Permittce l� responsible for tracking all partial certifications up
until final certification is received. AFinal Certification shall be complete set ofrecord drawings and
design calculations regardless ofwhether partials have been submitted,
PERwnTss'S CERTIFICATION
|, the undersigned agent for the Pennittee hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the profe»suna|Engineer below has provided applicable
design/construction information to the Permi1tee, and the Permittee is prepared tooperate & maintain
the wastewater collection system permitted herein orportions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
1, 1 , as a duly registered Professional E eer in the State of North Carolina,
having been authorized to observe (I I periodically, I I weekly, !infull time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
rny 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:
F]Rnai Y Partial (include description)
Certification Comments/Quaiifiers (attach if necessary):
State aNorth c="�^�eow�"~=�o"u�1 W.�n�"="�/vm=c*a�n^�"�/on°a�"

State of North :arolina
1)epartment of Environmental Quality
Division of Water Resources
15A NCAC t]I",tlJllt) FAST TRACK SEWER SYSTEM, EXTENSION APPLICATION
ETA 04-16 & SUPPORTING DOCUMEN'TATiON
Application Number:
CO9? ' [(to he completed by D
All items must. be cott)let+ d ur the a'
APPLICANT INFORMATION:
1. Applicant's name: UnionCountyPublic Works (company, municipal]
Applicant type:
ividual [ Corporation
federal
'County El Municipal
Sigimturc authority's name: Crystal Pan.ico per I A NCAC 02L0106_(k)
Title: New,nevelopment Program Manager
Applicant's mailing address: 500 : Maid tree' rr t 500
City: Monroe
State NC Zip: 28 I.1?-
be returned.
IIO.A, utiIity,
hip L] Privately -Owned Public Utility
LI Other
ENRIDWR
Applicant's contact information:
Phone number: [phone] Email Address: castal anicc;aairnr lrrc:,countync.,gov
PROJECT INFORMATION:
1. Project name: M llbridgie Phase
Application/Project status:
posed (New Per
WORDS
MOORESVILLE RFOONAL OFFOCE
If a rnodi(ication, provide the c„ sting permit number: WQOO_ _____ and isslteddate:.... ,.
If new construction but pars' of a master plan, provide the existing permit number: 'WQ00
3. County yhere project is located: wl,,lnion
4. Approximate Coordinates (Decimal Degrees):Ia4rtitude: 34.93162r Longitatcic 80 774573`
5. Parcel. ID (it applicable.): 051:38005
(or Parcel II.) to closest downstream sewer')
CONSULTANT INFORMATION:
, Processional Engineer 4!';estc rr 1)rrl s 1_ricertse Number: 37833
Finn: W.K. Dickson
Mailing address: 616 Ct ylonnad Drive
City: Charlotte State: NC Zip: 28205.- ..
Phone number: (704) 3 d-5348 Lmail Address: wbolrs crwl dickson.coni•
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: 12 - Mile Creek WW"T"P 1''ertrrit. Number: NC1)08535 )
Owner Name: ,Union ('ountyPtihliL Works,
V. RECEIVING; DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0039186 Dusnsirearn (Receiving') Sewer Size: ,8 inch
System Wide Collectitt Systeitt Permit Number(s) (jf a p)icable: WQCS
Owner Name(
tic Works
FORM: ETA 04-16
Page 1 of 5

Yes
rI.
ENERAL REQUIREMENTS
f the Applicant is a Privately r)w= ned Public Utility
If the Applicant
Applicant i
'ubli. Convenience and Necessity been attached?
© Yes ©No'N/A
a Developer of lots to be sold, has a Developer's Operational Agreemet
© Yes LiNo NIA
Hornet`"Prp_pert Ow°n rs` Association_ hasAn Ope
[i Yes
4, Origin ofwa t:ewater: (check all t'
Residential Owned
E Residential leased
School ,' preschool ,°` day care
LI Food and drink facilities
El Businesses r' offices / factories
nal Agreemen
No ''N/A
at apply):
© Retail (stores, centers, mn.l_lst)
© Retail with food preparation/service
El Medical' dental veterinary' facilities
LJ Church
Nursing home
Nature of wastewater : 10t) °0 1)otnestictCommercial
o Commercial
O % Industrial (See 15A NCAC 02T'.0103(29))
)Is there a Pretreatment Program in effect?
Hasa #low reduction been approved under 15A NCAC 02T,,01.14(f)?
Tfves„ provide a copy of flow reduction approval letter
Summarize wastewater generated by project:
ent Type (See 02T.01.1.4(1)
al House
285 galllot.
gall
gall
gal
a See 15.A NCAC O2"1 01.1 .J, (d), (OW and„ e)(2) for caveats to sastewt
dwelling;; proposed unknown non-residential development uses; public access f
and residential property located south or cast of the Atlantic. lntr<tcoastal Waterway
in. G,S.. 42A-4),
b Per 1 SA NCAC 02"1 .0I 14(c), design flow rates for establishments not identified [i
determined using available floss data, water uric g fi Lutes, occupancy or operation
ter generated by project: 313 060 GPD (per 15A NCAC 02T.01 14)
0
lfpe
ftttttr`e flows or previously permitted allocations
zero, indicate why:
© Pump Station or Gras sty° Sewer where I1oss evill lre
[1] blow has already been allocated in Permit Number:
El Rehabilitation or replacement of ex Ling sewer with no new flo
[� Other (Explain):
(FORM: DES) been. attached?
Fd1Il: 11)A
attached?
LI Car \\i sh
Hotel and(or Motels.
© Swimming Pool /Cllubhouse
Swimming Pool/Filter .Backwash
El Other (Explain in Attachment)
No
No, of llnits, Flow
1lfs 33.,060 GPD
GPIe)
GPI)
GPD
GPI:)
GPD
Total 1 3.C:3(i0 GPI
flow rates (i.e. minimum 'flow per
located near high public use areas;
used as vacation rentals as defined
able 15A,'NCAC 02'T.01141 shall be
sterns, and other rneasurt l data.
in subsequent permits that cone
is Tine
FORM: F"TA 04-16

VIL GRAVITY SEWER L StCN CRITERIA :Lf Applic hl+) - 02T .0305 & MDC (Gravity Sewers):
1, Summarize gravity sewer to be pennitted.
Size (inches)
8
Length (fe
5,'742
t) Material
PVC/DIP
Section II & 111 ofthe 1 11)C° for Permitting of{ir«tv€iiy Severs cotltains inletmation refate-d to design ciiteria
- Section 111 contains information related to ntinirnu slopes for gravity sewer(s)
3= Oversizing, lines to meet minimum slope requirement is not allowed and a violation of the MDC
PUMP STATION DESIGN CRITERIA (1f Applicable) •- 02T .0305 & M DC (Putntt Sttati©rts/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1, Pump
A pprox
3. Design pow of°thepunap station: nai
4, Operational hoirzt(s) of the putnp(s):
5. Summarize the force main to be permitted (
tion number or name:
>ordinates (Decimal Degrees): Latitude: . �' Longitudes
ions gallons per day (tirrn capacity)
;alIons per minute at ro feet total dynamic head ("1`1„)H)
p Station):
Power reliability in accordance with 15A NCAC (l):
Standby power source or pump with automatic activation and telemetry - 15?\ NCAC 02T .0,305(h)() )(I
Required for all pump stations with an average daily flow greater than or equal. to 15,000 gallons per day
Must be permanent to facility
Or il'titc .pump station has an average daily flow less than 15,000 gallons per day:
Portable power source w
.030501)(1)(C)
or
nual activation, quick -connection receptacle and telemetry i5.A NCAC 02T
L Portable pumping nni vv ltlt pltaggei
It shall be demonstrated to the Divi
and is compatible with the station.
aiump connection and te..le retry - 1 S A NCAC 02T .0305(10(1)(C),
tt>rtable source is owned or contracted by the applicant° (draft agreement)
lithe portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pinmp s ations" storage
capacities and the rotation schedule of the portable power source or pump, including travel tint.eframes, shzall he provided
in the case of a. multiple station power outage.
FORM: FTA 04-16

V, .. SETBACKS SEPARATIONS — (0213 .0200 . 1SA NCAC 02T .0305(0):
1. Does the project comply with all separations found in 15A NCAC 02T 0305(f) & (g)
15A NCAC 021 0305(f) contains mrrttnrurtt s rttions that shall bcmpro\ ided. f
Se(lack laratnteter*
Storm. sewers and other utilities rtot listed 1.>elow (v°e
Vater mains (vertical water over sewer inclurlinf in benched trenches)
Water mains (horizo
claimed water lines
Reclaimed. water lines
**Any private or public water s
d over sewer)
ed over sewer)
pply source, including any w
itttpounded reservoirs used as a source of drinking water
`aters classified WS (except WS-I or WS-V), B, SA, ORW, IIQ
igh water (or tide elevaaort and wetlands
**Any other stream, lake, im..pound.ment., c
ditches
An°bu1
Any basement
slope. of etnbanl went or cuts o'..
rna,e systems and interceptor drains
Any swi m.m irfg Louis
al earth grade
IX.2)
ower-i
aters of Class i
SB from normal
.urface drain.
® Yes No
24 inches
18 inches
10 feet
5 feet
10 feet.
10 feet
5 feet
10 feet
36 inches
15A NCAC 02'T.(i30,5(g) contains alternatives where separations in 02'➢.0305(f) cannot be achiev3°cd..
**Stream classifications can be identified using the 3ivis.ion's NC Surface Water Classifications webpage
If noncompliance with 02"[.0305(I) or (g),, see Section X of this application
Does the project c amply° with separation r e.cluirernents t<rr vw`etlatnds? (50 feet of separartictn) Yes
See the Disision.'s draft separation requirentents 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 ofareas effected
l)cacs tire. project comply with setbaack.:s found in the rivet° basttt rules per I5A NCACO2B .0200?
this would include trout Buffered Streams pe.r 1.5A NCA 2B4O202
4. t)oes the project require coverage a
individual permits or 401 Water Cott
a 404 f
d
on can be obtained from the 401 & Buffer .Permitting f3raareh
Does project comply wtt:h) 5A NCAC 02T 0I,05(c)(6) (additional penrritsa`certificatior
No D N/A
Yes El No El NIA.
Yes
® Yes No
Per 15A NCAC.02T,01.05(00), directly related environmental permits or certification applications are being prepared,
been. applied for, or have been obtained. Issuance of this permit is contingent on issuance of depend',
sedimentation control plans, stormwater management plans, etc.).
Does this project include any sewer collc:ct.ion fir
Per ➢ 5A NCAC 02T.0402. "high -priority sev °er'
positioned parallel to streamhank:s that is srzhject
If yes, include an atttr.chnicnt with
are deemed "hifh-prior
"any aeri
;ion that undern
sesscr contacting surface
s or deteriorates the sewer.
es J,No DNIA
ac.h line., including type (aerial line,
errnits (erosion and
, siphon, or sewer
tion).
High priority lines shaNl be inspected by the permittee or it re[.rresentative at least once every six- rind inspections
documented per 15A NCAC 02T.0403(a)(5) or the permit. e*s individual System -Wide Collection permit.
FORIvt: I TA. 04-1(
ge 4 of 5

Pirr
[:E T[f ICA'T1ONS:
1. Does the submitted system. comply wit SA NCA
and Force Mains, (latest versionj, and the Gravity Sev<e
Yes
if'No, complete and submit the yea
revtevw=. Approval of tlte,
request
2. Professiion)al Engineer's Cejrtttiiffiication.
(Professional [.rrgrrteer's rtante from Application [ten
he Permitting. of Pump Stations
s applicable?
ncel.Alternative Design Request app.aliervtuan (VAII)C 10-14) and supporting doc
required prior to submittal of the Fast Track Ap
and supporting documents,
attest that this application fo
has been reviewed by me and is accurate, cornplete and consistent Fith the iritoririation supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of`nty knowledge. 1 further attest that to the hest
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 ve.rsion), Although other professionals may have developed certain portions of this
submittal package, inclusion of these rn.aterial.s 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 14 3-? 15.613,
y person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 .misdemeanor, which imty
include a fine riot to exceed $10,000, as vv ell as civil penalties up to S25,000 per violation..
North Carolina Professional ltngineer's seal, signature, and date:
Applicant's Certiticatic it per 15A NCAC 02T ;010fi(b
11r£o.4_0.FAaw.l, a P Ew E
has been rev
this application
application packag
discharge system. to stir
injunctive relief; andlor cr
of this permit be violated.
all required supporting in
incomplete,
Signature Aiatlanily's ttarrre 1C. title front Appliication
ha
his application for
d by nee and is accurate and complete to the beat of my knowledge-. 1 understand that if ail required [earls of
rot completed and that if .all required supporting documentation and attachments are not includecdl, this
hject to being returned as incomplete. 1 understand that any discharge of wastewater from this non-
ers orthe land will result in an immediate enforcement action that may include civil penalties,
prosecution. i will make no claim against the I)iv'ision of Water Resources should a condition
also understand that if all required parts of this application package are not completed and that if
ttitttion and attachments are not included, this application package will be returned to the as
NOTE -- In accordance with. Gand 143=`215.6B, any person who knowingly makes any false
statement, representaticar7, or certification in ,y application package shall lae guilty of a Class 2 misdemeanor, which may
include a fine not to exceed 101,00 as well as civril penalties up to $7 ,000 per vio
Signatti
Date:
FORM: F'1-A 04-16
5 of 5

Division of Water Resources
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: Union County
Project Name for which flow is being requested: Millbridge, Phase 7C
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: Twelve Mile Creek WWTP
b. WWTP Facility Permit #: NC0085359
All flows are in MGD
c. WWTP facility's permitted flow 6.0 * Does not include
3MGD diversion to 6 Mile
d. Estimated obligated flow not yet tributary to the WWTP 1.6137
e. WWTP facility's actual avg. flow 3.82
f. Total flow for this specific request 0.0331
g. Total actual and obligated flows to the facility 5.4668
h. Percent of permitted flow used 91.11
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:
Pump
Station Firm
(Name or Capacity, *
Number) MGD
(A)
Design
Average Daily
Flow**
(Firm / pf),
MGD
Millbridge 3.38 1.353
(B) (C) (D)=(B+C) (E)=(A-D)
Obligated,
Approx. Not Yet Total Current
Current Avg. Tributary Flow Plus
Daily Flow, Daily Flow, Obligated
MGD MGD Flow
0.138 0.3713
Available
Capacity***
0.5093 0.8437
* 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 (pi) 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): Twelve Mile Creek WWTP
Downstream Permit Number: WQ0039186
Page 1 of 6
FTSE 04-16

VIII. Certification Statement:
I Crystal O. 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.
(9(
Sigtfing Offiijal Signature
Page 2 of 6
FTSE 04-16

Location Map
Waxhaw, Union County, North Carolina
i�ia�^fit Mirm Si,Y
WWv

co unity infrastructure consults
June 15, 2017
North Carolina f; epartment of En
Division of Water Resources
Quality
R : NC:'t?EQ Fast Track Sanitary Sew r Permit
Millbridg,e Subdivion Phase 7('
The attached strbtt itta,l is for Nf llbridge Srrbdivisirrn Phase 7C which is a 116-lot sia gle f`ar rrly
subdivision. l"his phase is a part of l" [ill[arirl e Su division, a master pla.r ned development in the ?4"own.
of Waxhaw, Union County, North Cary hear. "lhis subrttittal is permitting l Iti single family 1ot^
total of 33,060 gaaisfday{ to be served by appro it ratc ly ,742 L1" of 8" gravity sewer. The proposed
sanitary sewer will connect to the Phase 7A trunk se rer in Millbridge Subdivision Pert it No,
W'Q0039186)
Sincere!
Edwin Suddreth, PE
Project l rineer
Suddret dickson c

UNION COUNTY PUBLIC WORKS
500 N, Main Street, Suite 500
Monroe, NC 28112
704/296-4210
Fax [phone]
To: NC Department of Environmental
Division of Water Resources
Mooresville Regional Office
610 East Center Avenue
Mooresville, N.C. 28115
.ality
Attention:
Regarding: Sanitary Sewer to serve Millbridge, Phase 7C
We are sending you, .1 Copy of letter
Other
pies Date
6/15/17
7/7/17
7/7/17
1
1
7/7/17
5/22/17
No. Description
i Cover Letter
Plans
Fast Track Application
Copy of Fast Track Application
USGS Topo Map
TRANSMITTAL
RE EIv D/Nc
Date: 7/13/17
Prints .. Shop Drawings
Street Level Map
w Flow Tracking Form
4985 $480,00 Check (.Application Fee
These are transmitted as checked below:
For approval For your use As requested
Remarks:
Signed:
Received by:
For review and comments
Date:

Central Files: APS _ SWP _
7/26/2017
Permit Number WQ0039344 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions 1.00 individual
Primary Reviewer
barry.love
Coastal SWRute
Permitted Flow
33,060
Facility
Permit Contact Affiliation
Facility Name MajorlMinor Region
Milibridge Phase 7C Minor Mooresville
Location Address County
Union
Facility Contact Affiliation
Owner
Owner Name Owner Type
Union County Govemment - County
Owner Affiliation
Cindy Coto
Dates/Events
500 N Main St
Monroe
NC 213112
Orig Issue
7/26/2017
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
7/17/2017 7/26/2017 7/26/2017
Regulated Activities Requested /Received Events
Subdivision
Wastewater collection
Outfall
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Union County Public Works
PERMIT #: WQ0039344
PROJECT: MiI bridge Phase 7C
ISSUE DATE: July 16th, 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 wastewat
de 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 ProfessionalEngineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collections stem perm.itte rein or port
irtted Name
gnature Dafe
ENGINEER'S CERTIFICATION
as a drab registered Professional En' ineer 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 Permit tee 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,
1.49E 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:
Ej Final Partial (include description)
Lots: 1581-1596, 1695 & 1696
MH-12A, M+1H-13, MIH-14, M1Ht-15, MH-16, MI 7, MH-18 &
MH-51
Certification Comments/Qualifiers (attach if necessary):
Stale of North Carolina I Eia+,fro mental Quality
Mooresville Regional Osloel6YA East Center A
704

fVED,NCD6,NR1r,'���
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMDTEE� Onion [uunLyPu6|cVVurk,�
PERK8KT#: YVQ0038344
PROJECT, MU|bhdgePhase 7C
ISSUE DATE: July 261h.2O17
This project shall not beconsidered complete no/aUowed to operate in accordance with Condition 7 of
this permit until the Dlvbium has received this Certification and all required supporting documentation.
It should be subm�tted in a manner that dncumcnts the Divislnn's receipt. Send the required
documentation the Regional Supervisor, Water Quality Regional Operations Section at the address at
the bottom,
AnymssCewaterflowmadetribu1arytu1hexnsUawatercoUecdoosyskemextensionphortocomp|etinn
of this Certification shall be considered a violation of the permit and shall subject the 7ennittee to
appropriate enforcement actions. The Perm|ttee is responsible for kackinB all partial certifications up
until a final certification is received. A Final Certification sha 0 be a complete sex of record Jmm/in�s and
design ca|cu|aUunsregardless ofwhether pa�ia|Shave brcnnubrnit\cd.
psmm!m?u'SCsmyF/c4T7Om
|, the undersigned agent for the Permittee, hereby state that this project has been constructed pUrsuant
to the app|lcabiestandards & requirements, the Prnfessinno; EnXixeprbelow has provided app|iceb|e
design/construction information to the Pennittee,and the Pennittee8s prepared tooperate &maintain
L�r Co
o ' rm��edh orpoMJon&reof
.
�
ENGINELR'S CERTIFICATION
|, Weston Boles , as a duly e�istered Professional Engineet inth(�State of North Carolina,
having been authorized to observe (�� pehod(caUy, | | U thme) the construciivn of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
myabJit|es, due care and diiiuence was use6 in the o6anmndnn ofthe conStmc(|on such that the
c*nstrucbon was observed to be built within substantial compliance of this permit; I5A NC8C0ZT; the
Divi�ion of Water Resources' (Division) Gravity Sewer K8inimum Desivn CUteha adopted February 12,
1996 as applicable; the Division's, yW|nimvm Criteria for the Fast -Track Permlittin8 of Pump
Stations and Force IAairis adopted June 1, 2C00 as applkcah|e; and other SLIPPOrting rriaterials.
North Carakna Professional Engkieur's Seal w/siLriatk tire & da�e:
X Final Partial (itICILIde description)
Certification ConinnerIt;/QUalifiers (attach if necessary)�
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