WQ0040073_Regional Office Historical File Pre 2018

ror Rosour.R.e,:„.
June 18, 2018
Crystal Panico, Nev Development Program Manager
Union County .Public Works
500 N, Main Street, Suite 400
Monroe,. NC 281.12
Dear Ms. Panico:
DOPER
Governor
MICHAEL S, REGAN
cfMr,),
LINDA CULPEPPER
inferffn plreefor
Subject: Permit No, WQ0040073
Union County Public Works
Braeburn
Wastewater Collection System Extension Pen
U n on County
In accordance with your application received June 13, 2018, we are forwarding herewith Permit No,
WQ0040073 dated June 18, 2018, to the U n ion 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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as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 perrnit:
Condition 1.2: 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, 1098 bedrooms (366
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 nwnher, of bedroomshedrooms instalkd shall be tracked hv Union
County- Public
e. wenn fca ion - .a and with al v e it mod' T'at.'in a'
packages.
rks. The current total of bedrooms installed shall he submitted with each
Condition ILI: This pen -nit shall not be automatically transferable; a request must be made and approved,.
Condition BA: 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 ofthe 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 §143-215.6.A through §143-215,6C. construction of additional or replacement wastewater
State of!North 1 vet EnvOoolnenlal Quaky : W3ter Resowccs WART Qualiry ()per -awl -Ls
,1,4,roresvilie Regional! (;)ffige ; ( 10 laisl Center Avenue, Suite 301 :Mooresville, North CA1'011113
70,1 663 169')

s, and/or referral of the North Carolina -licensed. Professional Engineer to the he
board.
If any parts, requirements, or lintitations 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 (704) 23a-21.90 or
via e-mail at ori.tuyia@ncd .n7r.gp' .
Sincerely,
oocuSigned by:
A14CC681AF'27425...
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: Matthew Reiking (P.E.) (E-copy)
Mooresville Regional Office Files (Laserfiche)
Water Resources Central Files (Laserfiche)
PERCS (Laserfiche)
Page 2 of 8

En.vironm en tal
Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Union County Public Works
Union County
for the construction and operation of approximately 18,029 linear feet of 8-inch gravity sewer, to
serve 366 lots and amenity as part of Braeburn Development, and the discharge of 107,960
gallons per day of collected wastewater into the Union County Public Works existing sewerage
system, pursuant to the application received June 13, 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:
AI4CC6S1AF27425...
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: WQ0040073
Permit Issued: June 18, 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 is 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, 107,960 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)]
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, 1098 bedrooms (366 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.
II. STANDARD CONDITIONS
1. This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting materials unless specifically mentioned herein. [15A NCAC
02T.01 10]
Page 4 of 8

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 I 5A 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.
Page 5 of 8

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 and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, 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 be reported to
the .Division of Emergency, Management at telephone number [phone] or (919) .733-3300,
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part 1 of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur, Part II of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control, [G,S, '143-
215.1C(a1)]
Construction of the gravity,sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and: shall subject the Perrnittee 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 forin 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 (Cl) 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.
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
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.
Page 6 of 8

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. [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 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
PERIVLITTEE: UNION COUNTY PUBLIC WORKS
PERMIT #: WQOO40073
PROJECT: BRAEBURN
ISSUE DATE: JUNE 18, 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 now made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shallsubject the Perrnittee to
appropriate enforcement actions. The Perrnittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shill be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PER VS CERTIFICATION
1, the undersigned agent for the Perrnittee, 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 Perrnittee, and the Perrnittee 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 (LI periodically, [1 weekly, In full time) the construction of the
projectname and location as referenced above for the above Perm.ittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was Observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
[l Final Partial (include description)
catiutn CommenQualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations n 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office
Phone: [phone] FAX: [phone]

) ESP
Sujatha Nagulapally, Plan Reviewer
NCDENR — Division of Water Resources
610 E. Center Ave., Suite 301
Mooresville, NC 28115
RE: Braeburn Subdivision
Fast Track Permit Narra
Dear Ms, Nagulapaily:
June 6, 2018
Enclosed are the required documents for your review in permitting the proposed gravity
sewer associated with the Braeburn subdivision within the Town of Indian Trail, Union
County, North Carolina. At build -out, the subdivision will consist of 365 single-family
residential lots and service to one (1) offsite single-family residence. Based on the
calculated use of 285 gallons per day per housing unit and 3,650 gallons per day per
amenity, the project will generate approximately 107,960 gpd. Union County Public
Works has accepted the proposed project water and sewer plans dated June 6, 2018.
The proposed sewer to serve the project consists of approximately 18,029 LF of 8" gravity
sewer within the proposed subdivision and will be connected to the existing UCPW 30"
gravity sewer in two (2) locations to the northeast of the site.
Please do nothexsitate to contact me if you have any questions or require addition
information.
Sincerely,
ESP Associates
Matthew R. RReikrng, 'E
CC: Union County Public Works
1V3Vmespassotn'

AN`1 INF(
,lira;
> pplicant type:
Signature. authc
Applic:a:nt s TTr
City: Vlorpe
APpli.d
All items
t, P
Huai
n:inae.
Phone nurathcr: f704) 200 42.'(
IL PROJECT INI OR"11A"1`ION:
Prt iecmt ttartae: 10
.A.pplicatit)t+/Proj
ll` a rarrrcfilila¢i an, 11o•c}v
burn
pproxirclimates
Marcel ID 1
(or Parcel I
lll. (:+C)NS[iT,"T'ANT INF'OR1
CCn,l a°4DEStale of North Carolina
I eparttnent of E usironmental Qualify
Division of Water Resources
0:' 0300 — F`°\Sr ,k°R,A K SEWER S\ ST F�. T 1�\1l N' ION U P1aI('A'1"ION
r't°S ETA 04-16 & ,l:PPOR°1IN(, 1)O( 11.111FN 1"A"I'ION
.EGtONIAL OFFICE
Number'
State-C°eLJIl1 1 Nlrinicipal
'tnru} £ per 1 t0 \(;'AC 0 T 0I06(b)
provide the c"\i (rfl
unginceI \.Iatthc�i_,ROisine, l.icer se Number l)(t,5_9,
'hill gaddress: P'.( ). 1:4i}\
City: Charlotte State: NC:
Phone number: (803
IV. WASTEWATER REA r" 1 ti 1` ,�AC�II�I'fi
!. lralrlit:}• Name: Twelve !Mile (rLCk W W.m10
()evner Name: l.`trirt C:runtc'
E x.asta:
and issued da
RW1A'1"ION:.
Permit Number: :NCO()
1)O 1A' ti , I RIB,,%\T SEWER 1N I )R'ON (if differ ui than Vir' 1'F ):
nmher(si: \\ Q0019570 l)o nslreanr (Recci utp) Sc er Si
ti°'rtle, Coll n,
System Permit Number( {ifa p1(cxa.bl): \4'(;1CS_
ttrater ): Union C'ouist I_'Qtlalce '`tsl
1 OR1si: PIA 0=1-16

\ ' GENERAL REQVIREMENTS
If the .Applicant is. a. Privately -Owned Public ii tsars a Certificate or public Convenience and Necessity been attached?
Yes ENo ZN/A
plik.unt is a Developer of its to be sold, has a Developer's Operational Agreement (FORM; DEV) been attached?
Yes [1 jNo ENIA
3. lithe Applicant is a Flonte(Prc Ow 'A sociatio :rational A greement,(FORM: flOA) been attached?
Yes EjNo MNIA
4. Or of wastewater: (check all that apply):
FA Residential Owned
LI Residential Leased
school / preschool / day care
Food and drink. facilities
Li Businesses offices factories
-111 Retail (stores, centers, malls)
LI Retail with 'rood preparation/service
Fi Nledical / denial/ veterinary facilities
ri church.
Nursing Home
Car \Va„sh
lotel andlor Motek
,inirniig Pool /Clubhouse
nunnig Pool/Filter Backwash
j Othr:Explain in itttachment)
5. Nature of wastewater . 100 DomesticiCommercial °?,:t, Commercial
dustrial (See I 5A NCAC 02T .0103(20))
— Is there as Pretreatment Program in effect? ri yes Li No
6. Has a Ilow reduction been approved under 15A. NCA.0 02'T .01141T1)? [I] Yes Z No
11'ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
1 Establishment Type (see 021...0114(f)) Dail Design Flow [NtL of Units] Flow
Resideliccs 285iaI das 104,3 I 0 ( P1)
A in en i ty 365 residences * 10 GPI.Fresidence
3.650galidijy
gal
galgal
11
3,650 (1PI)
6PD
OPD
(PI)
gal/ UPD
Thiel/ ' 07,960 GPD
a Sec I 5A NCAC ozir 1:4(b), (d), telal for caveats to wastewater deign flow rates minimum :flow per
dwelling: proposed unknown non-residential development uses; public access fa.ci Nies located near high public use areas
and residential properlylocated south or east of the A tlantic.intracoastal Waterway 'to be used as vacation rentals as delmed
in G.S. 42,A-41.
Per I 5A NCAC 02'1 .01 I 4(c), design flow r:ate s for establishments not. identified in table 15A NCAC 02T..01141 shall he
determined using available flow dato, wafer using fixtures, occupancy or operation patterns, and other measured data..
8, Wastewater ;generated by project: 107.960 (K.) (per 15A NCAC 02T .0114')
Do not. include future flows or previously permitted allocations
It/permitted flow is zero, indicate why:
LI pump Station or Gravity Sewer where flow will be permitted itt subsequent pc nhits at onnLtt ti this
El to has already been allocated in Permit Number:
Z Rehabilitation or replacement of existing: sewer with no new 'flow expected
LI (ter (Explain):
1TA O4- Page 2 of .5

VII. GRAVITY SEWER DESIGNCRITERIA (If Applicable' - 02T ,0305 . MD( ((ravity Sowers):
1. Summarize gravity sewer to he perinitted:
Size (inches) Leng,th (feet) Nlaterial
8 '751 DI,
8 8.908 S'1,.)R 2 PVC
8 8,370 SDR 35 PVC
Section It &Mot' the MDC for Permitting, of (iravity Sewers contains information related to design criteria
" Section 1.11 contains infortnation related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a jolation violationof the NIDC
VIII. PUMP STATION DESIGN CturERIA (If Applicable) -- ,02T .0305 & MDC urnp Stations/Force Mains):
COMPLETE FOR EACD PUMP STATION INCLILDED IN THIS PROJECT
Pump station number or name:
Approximate Coordinates (Decimal Degrees): Latitude 1,ongitude:
,3, Design flow of the pump station: millions. gallons per day (firm eimacity)
4, Operational point(s) of the pumpts): gallons per minute at .fect total dynamic head criA-0
5. Summarize the force main to he permitted (for this Pump Station);
Size (inches) Length (te 1
Material
6, PO \ 8'er reliability in accordance with J NCAC.: 02TQ.,30.5(h),(1):
El Standby power source or pump %vith automatic activation and telemetry - 15A NCAC 021 ,0305,(1)(103):
Required for all pump siuttions with ui average daily flow greater than or equal to 15,000 gallons per day
st he permttnent to facility
Or if the pump station has an average daily flow less than 15,000 gallons Per daY:
[I] Portable power source with manual iictivation, quick -connection receptacle and telemetry -15A INCAC 02T
.0305(h)( Ac)
Or
El Portable pumping unit with plugged emergency pump connection and telemetry - 15A NC.AC 02T .030501)(1)(C):
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 poer source or pomp 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 he provided
in the case cif a multiple station power outage.
FORM: IT1A 04-16 Page 3 4'5

Si:TRACKS & SEPARATIONS — 021.1,0200 & I 5A NI.:`,,AC 021 .0305(f)):
I, Does the project 'comply with all separations found in 15A NCAC 02T ,030.5(11& (.0 Ej 'Yes 0 No
NCAC 02'1,0305(1) s miniumin sepandions th.at shall be provided for sewer systems:
Setback Parameter* S :Cipa rat i 0 n R11ireit
o- sewers and other utilities not 'listed below (vertical) 24 inclies
Vater mains (vertical-viiner over sewer including in benched renches) 8 inches
Water mains thor 'tonal!) 10
feet
Reclaimed water lines (vertical - reclaimed over sewer) 1 8 inches
Reclaimed. water lines (horizontal - reclaimed ot,cirt SeWer) 2 Ica
Any private or public at supply source, including any wells, WS-I waters of Class I or
Class11 impounded reservoirs used as a source of drinking water 100. teet
"Waters classified WS (except WS-1 or WS- V), B, sA, oRw, HOW, or SB from flormal
high water tor tide elevation) and wetlands (sec item IX.2) 50 feet
"Any other stream, lake, impoundment, or ground nclo‘.vering and surface di ion
itches 10 feet
buildime foundation 5 feet.
basement
sloye of embankment or curs of 2 feetnrnuore vertical height
..)raintige systems and interce_ptor drains
Any swill:intim-4 pools
Final earth. grade (vertical)
10 feet
10 feet
5 'leer
10 feet
36 inches
5A NCAC 02T.0305(g) contains alternatives where separations in 024,0305(0 cannot be achieved,
• **Stream classifications can be identified using the Division's NC: Surface Water Classifications. webpage
I r noncompliance with 02T.030511) or (g),. see Section \ of this 'application
Does the project com.ply with separation requirements for wetlands? (50 feet of separation) N1 Yes 0 No E.1 NIA
• See the Divn's draft separation requirements for situations where separation cannot he meet
• No variance i.s required if the alternative design criteria specified is utilized in design and construction
.As built documents should reference the location of areas effected
3, Does the project comply with setbacks found in the river basin rules per 15A. NCAC 02B ? X Yes r: No Ei
'This would include Trout Buffered Streams per ISAN 2B4O202,
4. Does the project require coverage/tuithorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
Information can he obtained froni the 401 & Buffer Pertnittinv, Branch
Ej Yes
5. Does project comply with I5A NCAC 02 E0 I OIL:10) (additional perm its/certifications)? X Yes F
Per I5A NCA.0 02`"1,0 I 0.5( 01(6), directly related environmental permits or certification applications are being prepared, have
been ttpplied for, or have been ()brained. ktillalleC of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, storm water management plans, etc,),
6. Does this project include any sewer collection lines that are deemed "high -priority'?"
Per I5A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface vva ers, siph sewer
position.ed parallel to streambanks that is subje(.3t to erosion that undermines or deteriorates the sewer.
E Yes Z No Nfik
If yes, include an atiiehrricnt vi details 0 each Inc including, type (aerial line, size, material, and location)..
11.01 priority lines shall be inspected by the permittee or its representative at least once every siv-months and inspections
documented per 15A Nt.,.:AC Or E0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: VIA 04-16 Pace ,4 of 5

CE TIFICATIt: NS:
Does the submitted system comply with 15A NCAC 2T, the Mi(nirnunr D ign Cri
and Force Mains (latest version), and the Cfravi "e verMinimum Design. Criteria (1
Yes
No
%tar sloe Perrn�tCtin of Pot
version) as applicable?
I f No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the rep gest ised prior to submittal of the Fast Track Applica thin and supporting documents.
Professional Engineer's Certification,
ssionat Engineer's name from. Application Item 111,
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge, 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 1.43-215.6B, any person who kno
statement, representation, or certification in any a`on package shall be guilty of a Class 2 mi
include a fine not to exceed S10,000, as well � to $25,000 per violation.
North Carolina Profess
Applicant's Certificatton per 15A NCA ' 02T .0106
441
ature Autho
d date:
6 w tae1v4.4- �10 + E iffr -Pet, 4,AA 04
s name & title from Application Item I.3.)
tha
y makes any false
which may
this application for
has been reviewed by me and is accurate and complete to the best of my knowledge, I understand that if all requir 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, 1 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 if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
7
Signature
Date:
FORM: FTA 04-16
Page 5 of 5

Rion. `k,Nlat R t-Nouu
State of North Carolina
Department of Environmental Quality
Division of Water Resources
How 1raching/A&ccptancc for Sewer Extension ikpplications
rsi,s, o4- 1()
kntity Requesting Allocation: tnion Count)
Project Nallie for which flo‘v is being requested: Bracburn,
llore than ono 177:CE may he required for a ,S praleet t*f the owner t.!,1 the 0111P is not respnuible far ,r11 pump
stations' alon,q the route propOSCti vr(iSiG"Water,1101,1'
Complete this section only it you are the owner of the Wastewater 0 catmcnt plant.
a, WW.I.P 1:-'acility Name: Twelve Mile Creek WW-FP
b, WWIP Facility Penimit N(7:0085359
All fltows are in .111GD
c% \\TWIT facility's permitted flow 6„0 * Does not include
3.MGD diversion tc.) 6 Mile
J.. Estimated obligated flo‘A,' not. yet tril-)utary to the WWTP 1,6476
c. lacility`s actual avg. flow 3,78
f. Total flow for this specific request 0,1140
g, [owl actual and obligated lbws to the facility 5,5422
h. 'Percent of permitted .flow used 92,37
II. Complete this section for each pump station
proposed wastewater flow,
.tre respot s" e for along t1i outie of this
11,ist pump stations located )-teen the project connection point and the 'WVCIP:
(A) (13) (C) (D)=(a+C) (1)=(A-1))
.
Deshz,n Obligated,
Pump Average IMily Approx. Not Yet Total Current
Station Firm How" Current Avg, Trihutary How Plus
(Name or Capacity, * (Firm / pr), Daily How, Daily Flow Ob I igated Available
Number) MGD MGD MGD MGD How Capacity***
Poplin Rd
3.639 1.456
0.9574 0.2005
1.1579 0.2981
The .Firm Capacity of any pump station is defined as the maximum pumped .florYthat
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 locale('
between the project connection point arid the WAVTP where the Available Capacity is
Downstream Facility Nanic (Sewer): Twelve Mile Creek WWII'
Downstream Permit Number: WQ0019570
)age 1 of 6
FTSE 04-16

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Esri China (Hong ong) sri (Thailand h apmyrndia, © OpenStreetMap contributgrs,
User Community „_ ,

• Contpany.#:•67000 Mattamy Carolina Corporation
Payee #: 182306 NC DEPT OF ENVIRONMENTAL QUALITY
Description
Invoice"Number
051618
Invoice, Date
05/16/2018
Braeburn sewer permit fee
•
6'5
Totals
Check Number: 00002523
Check Date: 05118/2018
' Net Amount
480.00
$480.00
�"-" 7��•,`� tidCUMENIsHAS`'¢GULoREo3mefCOROUND0l7M1fEITEpPAP,ER714iVri;ORiINA400WMENT6¢CURD,Yl3CREEFION EIACIZiW17f1_PAULOCIe§ECURI (CON
Check No.: 00002523
mattamyHoMEs
Mattamy Carolina Corporation
2127 Ayrsley Town .Blvd, Suite 201
Charlotte NC 28273
Bank Of America
63-4I630
FOUR HUNDRED EIGHTY AND 00/100*******************************************************
PAY
TO
THE
ORDER
OF
NC DEPT OF ENVIRONMENTAL QUALITY
1601 MAIL SERVICE CENTER
RALEIGH NC 27699-1601
LPC BLUE MARBLE
Check Date: 05/18/18
$*******480.00
Authorized Signature
I. Details on back
LI

FAST TRACK SEWER ENGINEERING CERTIFICATION FISCEAVEDNCDENRIDWk
PERMITITE: JNION COUINFIN PUBLIC WORKS
PERMIT #: WQ0040073
PROJECT: BR„A.EBURN
ISSUE DATE: rfUNE 18, 2018
WOROS
MOORESViLL.E. REGO. iAL
-.Ellis 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 d.ocumentation to the Regional Supervisor, Water Quality 'Regional Operations Section at the
address noted in the page .footer,
Any wastewater flow madetributary 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 lo
appropriate enforcement actions, 'The Permittee is responible for tracking all partial certifications up
until a final certification is received. by the Division A Final Certification shall. he a complete set of
record drawings and design calculations regardless olwhether partials have been submitted.
PE RM HITE CERTIFICATION
1, the undersigned agent for the Pei:mince, hereby state that this project has been constructed pursuant to
the applicable standards 84 requirements, the. Professional Engineer below has provided applicable
designiconstruction information to the Permittee, and the Pei mt:tee is prepared to operate & maintain the
wastewater co11cctrc stciii permitted herein or cy foils thereo
' Printed.
.ENGINEEWS CERTIFICATION
1, Matthew R. Reil.drig , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe ( Xj periodically, L weekly,, 'full (ime) 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 Sever Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria tbr the Fast -Track Permitting of Pump Stations and
Force Ntaias adopted june, 1, 2000, as implicable; and other supporting materials,
North Carolina Professional Engineer's Seal wisignature & date:
al D311 Partial (include description)
Lots1-8, 97-152, 200-209, 220-221, 245-246, 260
Exist, Ml-1#14 MH#1' MH#1 MH-#2; MH#2 Mbl#3;
MHO MH#4 MH#5 MH#5 Mid#6
Certification Cotnnients/(?ualifiers (attach if necessary):
S L
0 30
LICENSE NO,
F-1407
. -.:
/ ,...
NC DWR — Water Quality' Regional Operaiiion s Section 610 East Center Avenue, Suite :301, Mcioresiviiie„ NC
Mooresville Regional Office
Phone: (7Oi1:156'3-1699 FAX: ( Oil)-633-6040

FAST TRACK SEWERENGINEERING CERTIFICATION
PERMITTEE: UNION COUNTY PUBLIC WORKS
PERMIT it: WQ0040073
PROJECT: BRAEBURN
ISSUE DATE: TUNE I 8, 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
docurnentation. 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 toter,
iNny \vastewater flow made .tributary to the wastovater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Perminee to
appropriate enforcement actions. 1 he Permittee is responsible for tracking all partial certifications up
until a final certification is received by the 1)iViSi.011„ 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 Perrnittee, 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 Permitter is prepared to operate & maintain the
\": stewater collee systet permided herein ot,portions thereof.
Printed N4fuc 1 itle
'sienature
Date
.ENGINEER'S CERTIFWATIO.N
f, Matthew R, Rei king as a duty registered Pitofess lona" F.,noineer in the State of Not (larolina,
having been authorized to observe (IX] periodically„ weekly, 1 ull time) the constructionof the
project name and :location as referenced above for thc above Permince hereby. state that, to the bestof 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 Se' :Minimum Design Criteria adopted February 12, 199t as
applicable; the Division's Minimum Design Criteria for the EastTrack .Pei nitti»g of _Pump Stationsf'and
Force Mains adopted June 2000, as applicable, and other supporting materials,. - •
NI:•)rth (2...irolina Professional Engineer's Seal wIsigmattire & date:
[A Final 5‹: Partial (include description)
Lots 94-96, 210-219, 222-244, 247-259
1, 3 02-- LP Pi/
Certification Comments/Qualifiers
LICENSE NO,:
F1407
0'
• AfGatt
.... •
NC DWR — Water Quality Regional Operations Section 610 Fast Center Avenue, Sulte 301, Mooresvilie, NC 23115
Mooresvilie Regional Office
Phcine: [phone] FAX: [phone]

FAST TRACK SEWER ENGINEERING CERTIFICATION RCRty
PERMITTEE: UNION COUNTY PUBLIC WORKS
PERMIT#: WQ0040073
PROJECT: BRAEBURN
ISSUE DATE: JUNE 18, 20 i 8
4 0
MOf; RES.1iiL F 9k70tc
This project shall not be considered complete nor allowed to operate in aceordance with standard.
Condition 7 of this permit until the Division has re;,eived. this Certifeation and all required supporting
documentation. It should be submitted. in a manner that documents the Division's receipt, Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address ,noted in the page footer.
Any wastewater Clow tnade 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 Pennine e 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,
PERM1TTE 'S CERTIFICATION
I, the undersized 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
r collect n syste Arnitted herein o- rtions th of:
Printed Name,
ENGINEER'S CERTIFICATION
1, Matthew R. Reikin , as a duly registered. Professional EnMeerin the State of North Carol having; been authorized to observe (. periodically, [] weekly, full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observaation 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 Purrap4Sita ions and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Caarolarta 1 ofessitanal Engineer's Seal w/signature & date,
Rua l Partial (include description)
-26, 153-171, 181-182
8 MH#67 ; MH#67 MH#48
alien Coininents/Qualifiers (attach if rid
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: {704)-633-6040

FAST TRACK SEWER ENGINEERING CERTIFICATIONRECFtvE,e k.iE .H , � .,.,
having been authorized to observe
PERMITTEE: UNION COUNTY PUBLIC WORKS
PERMIT #: WQ0040073
PROJECT: BRAEBURN
ISSUE DATE: DUNE 18, 2018
r 0 4 ?O?O
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt, Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall. be considered a violation of the permit. and shall subject the Perrnittee 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 CERTpi+"IC'ATION
1, the undersigned agent for the Pennittec, hereby state that this project has been constructed pursuant to
the 'applicable standards & requirements, the Professional. Engineer below has provided applicable
designfconstruction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collecti ystem ertnitted herein or Lions there
ryS-x.1
attire
TEER'S CERTIFICATION
1, Matthew R. Reiking m, as a dilly registered. Professional En veer in the State of North Carolina,
periodically, 0 weekly, L frill 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 Pi + Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal. w,/signature & date:
IIttal Partial (include description)
Lots 27--43, 172 180, 183-199
MH#51 - MH#32 ; MH#38 - MH#37 ; MH#37 MH#36 ;
MH#r36 - MH#35 ; MH#35 • MH#34; MH#34 MIS#33 ;
MH#33 - MH#32 ; MH#32 - Existing MH#11
Certification Comments/Qualifiers (attachif necessary):
10/ 19/2020
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]©

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: UNION COUNTY PUBLIC WORKS
PERMIT #: WQ0040073
PROJECT: BRAEBURN
ISSUE DATE: JUNE 18, 2018
RECEPIEDiNCDEQ/DWR
MAR 1 2 2021
mooFtEsviLitcf:VONAL OFFICE
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection. system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions, The Permittee is responsible for tracking all partial. certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
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 Permittec, and the Permittee is prepared. to operate & maintain the
w, ftewater collection system permitted h.erein odions the '
3,i
. ...---
Ptp/P-Of ?
rinted Title
ENGINEERS CERTIFICATION
1, Matthew R. Reiking as a duly registered Professional Engineer in the State ofNorth Carolina,
having been authorized to observe (IX] periodically, [1, weekly, full time) the construction of the
project name and location as referenced above for the above Pemiittee 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 ofimp Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
Final
Ei Partial elude description)
Certification Connnents/Qualifters (attach if necessary):
EAL
038830
e
Oidm&
02/15/2021
UIII
CAR
0,0,00
LICENSE NO.: :
F-1407
/ .
SOciAl
///111111
NC DWR Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]