WQ0039491_Regional Office Historical File Pre 2018

Water Resources
Environmental Quality
September 22, 2017
Crystal O. Panico, New Development Program Manager
Union County Public Works
500 North Main Street, Suite 400
Monroe, NC 28112
Dear Ms. Panico:
ROY COOPER
Goverr,oY
MICHAEL S.. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No. WQ0039491
Union County Public Works
Moore Farms Subdivision
Wastewater Collection System Extension Permit
Union County
in accordance with your application received September 18, 2017, we are forwarding herewith Permit No.
WQ0039491 dated September 22, 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be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations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 150E of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
"toting Cmpares`_,, �..
State of North Carolina I Environmental Quality I Water Resources 1 Water Quality Regional Operatitan
Mooresville Regional Office 1 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704-663.1699

If you need additional information concerning this matter, please contact Barry Love at 704-235-2143 or
via e-mail at [e-mail],
Sincerely,
FubyW. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: John H. Ross, 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 Article 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 6,958 linear feet of 8-inch gravity sewer as part. of
the Moore Farms Subdivision project, and the discharge of 31,350 gallons per day of collected domestic
wastewater into the Union County existing sewerage system, pursuant to the application received
September 18, 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.
Eby W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0039491
Permit Issued: - September 22, 2017
3

SUPPLEMENT �����U7F ������ ������
_,~°�vm.^.o�uw~"�o o�� PERMIT v����o�"� .�o"u~u."
Union County Public Works is hereby authorized to:
Construct, and then operate up -on 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 NCO085359.
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 1,2O80 asapplicable, 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 bethe 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,
1. SPECIAL CONDITIONS
l. No flow in excess of the quantity permitted herein, 31,350GPQshall bemade 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))
III. STANDARD CONDITIONS
1� This permit isnot transferable. |nthe event there }sadesire for the wastewater collection facilities
to change ownership, or there is name change of the Pemmittee a hunna| permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials asmay beappropriate. The approval mfthis request shall beconsidered omits
merits and may ormay not beapproved, |1SA NCACO2T.Q1O4;G.Sl43'21S.1(d3)l
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A N[A[ 2T the Division's Gravity Sewer Minimum
Design Criteria adopted February 12' 1996, as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T,0110)
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [1SAN[AC0lT.011Q]
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)j:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected .to a telemetry system shall be inspected at
least once per week.
e.
High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
. with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at [east 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 fora minimum of three
years with exception of the map, which shall be maintained for the life of the system.

5, The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24
hours, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any 55O 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, [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I 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(al))
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
One copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
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, 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 al! 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 NCACO2T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)]

FAST TRACK SE
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
ER ENGINEERING CERTIFICATION
Union County Public Works
WQ0039491
Moore Farms Subdivision
September 22, 2017
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant.
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe ([1 periodically, L weekly, U full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
Final
Partial (include description
Certification C+or rinents't ualifiers (attach if necessary):
State of North Carolina Environmental Quality I Water ResOUlrces I Water Quality Regional f?peratiors
,Mooresville Regional. Ofrtccl 610 East Center Avenue,Suite 301 V Mooresville, North Carosu a 28115

of 'WResources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number
"„m,_e be completed by t)'k}
All uterus twttast Ise ctrnleted or the application will be returned
APPLICANT INFORMATION:
1. Applicant's name: Union County (cornpany, municipality, H(:}A, utility, etc.)
2. Applicant type: Individual Q Corporation 0 General Partnership
State/County Municipal
0 Federal
Signature authority's name: Crystal O Pa.nieo, P,E, per 15A :
Title: New Development P'rogrant Manager
Applicant's mailing address: 500 N. Main Street
City: Monroe. State: NC Zip: 281 12-
Applicant's contact information:
Phone number [phone] Email Address: crystal,panLco(a'uniLmcountync.tzov
PROJECT INFORMATION:
1, Project name: Moore Farms Subdivisio
2, Application/Project status:
If a modification, provide the e
ling permit number: WQO()
© Privately-(.
0 Other
Proposed ('New Perntit) 0 .Existing Permit/Proj
,and issued date:
If new construction but part of a master plan, provide the existing permit number WQ(}O _...,
3, County where project is located: Union
4, Approximate Coordinates (Decimal Degrees): atitude: 35,0354 1.,ongitude:
ed. Public Utility,
5. Parcel If) (if applicable): N7120012, M712001.2,N7120014, N7120013, M7120013, M712(E 14, d 7138003A
(or Parcel IC) to closest downstream sewer)
CONSULTANT INFORMATION:
1. Professional I:°.ttgince : John H. Ross P E , License Nu her- )4959
Firm: Ea.gle Engin.cering, Inc.
Mailing address: 201:3-A Van I3uru ri Ave,
City: indain'Trail State.: NC Zip: 28(1'7a-
Phone number: [phone] Email Address: iross@ex
WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Twelve Mile WW'1 P Permit Number: NC(X)85359
Owner Name: Union County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
L Permit. Number(s): WQ0022280 Downstream (Receiving) Sewer Size: 15 inch
System Wide Collection System Per tt°tit Number(s) (if applicable-): WQCS
Owner Name(s): Union County
FORM: FTA 04-16

L'Re
Ej R.eta
Medical ' dentt
C'hu c i
GENERAL REQI!IREMFITS
If the Applicant is a Privately -Owned Public. Unlit,. . has i (ert
❑ Yes 'No
bhc C'oii en
Neecssitwt heen attached?
a Developer's Operational Agreement f FOR, DE'
❑ N'es JINO ZNIA
Sociation, has an QperationalmAgreemem (1=`C)lt]w9._)riCI,A
0 Yes Laklo ZN/A
Torre
100 % Domestic/ .immercial
=6 Industrial (See I5A NCAC° O'T .Ol0
re a Pretreatment l'roerar
r15ANCACO2T.0Bt4jf)? 'Y'Yes (El No
titan approval letter
been api..
a cope of flo
If the ,lpplictutt is .r L)cwelopea° of lots to he sol
mere
Pe
Owners' A
4, Origin of warastewvdler: (check all that apply):
Z Resicicttti<s] ()wwned
❑ Residential L.ettscd
[l school , preschool :°' day care
Food and drink facilities
❑ Businesses = offices i" factories
Nature o
7. Summar
tablishrnent
;droottr Residential
d by° prig
02T-0114(f))
".,a ('onrrercial
Daily Design Flow
95 gaI Bedroom
See i5 NC AC 02T ;0114(b), (d),(e)(1) and (e)(2) for caveats to wastewater d
dwelling; proposed unknown non -re idential development uses; public access to
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to
as defined in G.S„ 42A-41.
andY`or Motels
Pool 'C'lublio
Pool.='Filter Backwash
(Explain in Attachment)
No. of (rid
h Per 15 \ NCAC 021 ,01 14(e), design dltbwa rat
be determined using available flown data., water
Wastewater generated by
Do not include future
If perrttittc
ero, indicate ww
(;PD
a50 (IPL)
d near
use
rats Carat identified but table15A NCAC 02T,0114J shall
-upancy or operation patterns, and other measured data.
iPl) (per l5A NCAC 02T ..0114)
rely permitted allocation
O Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated
Ntrrttber.
❑ Rehabilita'tion or replacement of ex'rig sewer w
❑ Other (Explain
FORM: FTA 04-16

GRAVITY SEWER DESIGN CRITERIA Applicable) 02T .0305 & 111:DC(Gravity Sewers):
1. Summarize gravity sewer to he perrnitted:
Size (inches)
8
8
Length (feet)
Material
6,818
140
PVC
DIP
• Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section III contains information related to minimum slopes for gravity sewer(s)
• Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VI . PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at
5. Summarize the force main to he permitted this Pump Station):
Size (inches)
Length (feet)
feet total dynamic head (TDH)
Material
6, Power reliability in accordance with 15A NCAC 02T .0305(h)(1
0 Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
• 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 if the pump station has an average daily flow less than 15,000 gallons per day:
El Portable power source with .manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
0 Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(: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 power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel titneframes, shall be
provided in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

.SETBACKS & S.EPARATIONS — (02B .0200 . .5A NCAC O2T .03O5070:
l . Docks the project comply with all separations found in I S A NCAC
1.5A NCAC ()2T0305(f) contains minimum separations that ,shall he provided for sewer s
ethack Parameter*
ni sewers and other
(vertical -water
atcr strains (horizontal)
Reclaimed water lines (vertical - r
Reclaimed water lines (horfrotrtal reclaimed over sew
below (vertical)
including in benched tren
**Any private or public water ~supply sourc
Class 1I impounded reservoirs used as a sot
using any wells, WS-I waters of Class
' drinkirstx water
*Waters classified. WS (except WS-I or WS-V), B, SA, ORW, FIQW, or SB from normal
i h water (or tide elc.v<ttiton) and wetlands
y2
Any other stream, lake, impoundment, or ground water lowering and su
ditches
An huildiun
Any basement
p slope of embankment or cuts of 2 feet or more vertical height.
'nage systems and interceptor drains
Any swimming pools
Final earth grade (vertica
Separation Require(
1C)0 fret
10 feet
5 feet
10 feet
;36 inches
I5A NCAC 02T.0 05(g) contains alternatives where separations in f7 "1°.t) ( Cannot
**Stream classifications can he identified using the Division's NC Surface 4 )Ter Class
If noncompliance with )2 0305(f` ear t see Secfion X of this application
ved.
w.bP.UL
Does the project comply with scparaaion rebluirernents for wetlands? (50 feet of separatirrn)
See the Division's draft separation requirements for :situations where separation cannot he meet
No variance is required if the alternative design critcrta specified is utilized in design and construction
As built. documents .should reference the location of areas effected
Does the project comply with all setbacks found in the river Kasen rules per 15A N "
This would include Trout Buffered Streams per 15A NCAC :2B,(P0'
4. Does the project comply with an individual 404 Permit txr any 401 Cuticle ions?
Yes
No
No
No
Yes 1 t No
l We tl rncl related permits shall :be requested, obtained,. and adhered to for projects that itnpact wetlands or surface waters
lt'formation can he obtained from the 401 Buffut Pcrnmitt.(ne 1:3rai ch
Does larc ect comply with 15, : NC AC @) l 0ll)5(c1(6) (additional permits/certifications)?
Per I SA NCAC ft2T directly related environmental permits or certification applications ai`e laeittg prepareel, ltavc
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent 1'aerrn'ots (erosion and
sedimentation control plans, storrnwater management plans, etc.).
Yes 1 1 No
Does this project include any sewer collection lines that are deemed "high -priori )?"
Per l5A NCAC. f) °I".0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streamhanks that is subject to erosion that undermines or deteriorates the sewer.
© Yes No
1.f yes, include an attachment with details for each line,including type (aerial line. sizea material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per I5A NCAC 02T.0403(a)(S) or the permitee's individual System -Wide Collection permit.
ETA 04-16
Page 4of5

CERTIFICATIONS:
Dos the submitted system comply with I5A NCAC (l
ittltl f$ arac 1 {grins (latest version), and the Gravity Sewer
irtym Deign Cri
Design C"ritce * ti
Yes II No
If No, complete and submit the. Variance/Alternative Design Request application (VADC 10-1,
for review. Approval of the request is required prior to submittal of the Fast Track A
documents..
2. Professional F'ngincer's Cerntxcatton:
al Engineer's name from Applicatiot
ng documents
d s r€tpp urtina
st that this applicattion for
has been reviewed by me and is accurate, complete and consistent with the: information supplied ir► the. plans, spec lficati
engineering calculations, and all other supporting documentation to the best of my 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 version), Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this
material and have judged it to he consistent with the proposed design.
NOTE -- In accordance with General Statutes I43-215,6A and I43-215..613, any person whir kn singly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misctentcanor. which may
melude a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant s Corti icatrarn per 15A NCAC 02T .0106(h):
n
;urc Authority s name & title from Application It
l'tas 1'reen. reviewed by me and is accurate and complete: to the best of ►Try knowle
this application are not completed and that if all required supporting docurne-ntaticart and attach
application. package is subject to being returned as incomplete. I understand that any discharge of
•discharge system to surface waters or the land will result in an immediate enforcement action that may inclstcle civil penalties,.
injunctive relief, and/or criminal prosecution.. I will make no claim against the Division of Water Resources .should a
condition of this permit be violated. I also understand that, if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will he returned to
tree as incomplete,
NOTE — In aceord.ancc with General Statutes i 4;3-215.6A
statement, representation, or certification in any application
include a fine not to exceed $10,000 as well as civil penalties
p
143-215,(.13, any person who knowingly makes any false
he guilty of a Class 2 misdemeanor, which may
fcrlation,
Date:
FOR F'FA 04 l(
Page 5 of 5

2013 Van Buren Ave., Suite A
Indian Trail, NC 28079
[phone]
www.eaglevnline.net
SYMPHO
A PORTION OF USES TOPOGRAPHIC MAP
ALE; 1 =1000"
JOB NAME: MOORE FAR
CLIENT: GRAHAM ENTERPRISES LOCATION: WAXHA4rW-INDIAN TRAIL RO
JOB NUMBER; 5750
UNION COUNTY, NC

E
EXHIBIT "A"
MOORE FARM PHASE 1
LOCATED IN
UNION COUNTY, NORTH CAROLINA
PROJECT AREA: 61.42 ACRES
PARCELS: PORTION OF M7-120-013, N7-120-013,
PORTION OF M7-120-014, PORTION OF N7-120-014, 07-138-003A
PECAN cRcHARD DRIVE
E
Bz/C)
THIS MAP MAY NOT BE A CERTIFIED SURVEY AND HAS
NOT BEEN REVIEWED BY LOCAL GOVERNMENTAL
AGENCY FOR COMPLIANCE WITH ANY APPLICABLE
LAND DEVELOPMENT REGULATIONS AND HAS NOT
BEEN REVIEWED FOR COMPLIANCE WITH RECORDING
REQUIREMENTS FOR PLATS (G.S. 47-30(n))

Division DI iiivimset
State of North Carolina
'Department of Environmental Quality
Division of Water Resources
How Tracking/Acceptance for Sewer Extension Applications
( FT S E 04-1.6)
Entity Requesting Allocation: Union County
Project Name for which flow is being requested: Moore Farm, Phase 1
Vlore than one f'TSE may he required,Thr a single proie et if ihe owTeer of the flIVIP is not responcihle fi.-)r all pump
StatianS along the route ,r;If the propased WaSIOWati,.111(nt,',
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WW-FP Facility Name: Twelve Mile Creek WV TP
h. WWTP Facility Permit 4: NC,008535!,)
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to ti
e. WWTP facility's actual av g. flow
f. Total flow for this specific request
g. Total actual and obligated, flows to the facility
h. Percent of permitted flow used
Allflows are in MG
6.0 * Does not include
3NICI) diversion to 6 Mile
1.6423
3.84
0.031,4
5.5137
9 I (-)0
11. (I:omplete this section for each pump station you are responsible for along the rothis
proposed wastewater flow,
List pomp stations located betkveen the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E),,-(A-D)
Design Obligated,
Pump A ee 'Dal ly Approx. Not Yet Total Current
Station Firm How" Current Avg, Tributary Flow Plus
(Name or Capacity, * (Firm / pl). Daily .Flow, Daily Flow, Obligated Available
'Number) .MGD MUD MG D M(it) Flo' Capacity***
* The Firrn Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest: pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Plauning 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): 'Fwelve Mile Creek WWTP
Downstream Permit Number: WQ0022280
)age 1 of 6
FTSE 041.6

' III: 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 ac eptance of this wastewater flow.
Signi�ig Officiaj/Signature
Dit 7
Page 2 of 6
FTSE 04-16

MOORE FARM - PHASE 1
Project Narrative
The proposed project is a 269 lot single family detached and townhome subdivision with
associated, utilities, stormwater management facilities and landscaping. Phase 1 of the project
consists of 110 single family detached lots. Proposed sanitary sewer extension is designed to
convey 100%© domestic sanitary sewer from proposed development to an existing Union County
Public Works 15" sanitary sewer main running toward Twelve Mile Creek WWTP.
Flow is calculated as follows:
110 - 3 Bedroom Single Family Homes
110x95X3gpd=31,350
Total Proposed Flow (PHASE 1) = 31,350 GPD

UNION COUNTY PUBLIC WORKS
500 N. Main Street, Suite 500
Monroe, NC 28112
704/296-4210
Fax [phone]
To: NC Department of Environmental Quality
Division of Water Resources
Mooresville Regional Office
610 East Center Avenue
Mooresville, N,C, 28115
Attention:
Regarding: Sanitary Sewer to serve Moore Farr, Phase 1
TRANSMITTAL
Date: 9/15/17
We are sending you: Li] Copy of letter Plans E Prints El Shop Drawings
Other
CopieST Date
1
9/14/17
1 9/14/17
No, Description
Cover Letter
Fast Track Application
Copy of Fast Track Application
USGS Topo Map
treet Level Map
Flow Tracking Form
9/14/17 1081 ;` 480,00 Check
These are transmitted as checked below:
Application Fee
For approval D For your use ❑ As requested [1 For review and col ents
Remarks:
Signed:
Received by:
Date:

Central Files: APS _ SWP _
9/22/2017
Permit Number WQ0039491 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.l ove
Coastal SWRuIe
Permitted Flow
31,350
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Moore Farms Subdivision
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Name
Union County
Dates/Eve nts
Owner Type
Government - County
Owner Affiliation
Cindy Coto
500 N Main St
Monroe
NC 28112
Orig Issue
9/22/2017
App Received Draft initiated
9/18/2017
Regulated Activities
Scheduled
Issuance
Subdivision
Wastewater collection
Outfall
Public Notice Issue Effective
9/22/2017 9/22/2017
Requested/Received Events
Additional information requested
Additional information received
Expiration
Waterbody Name Streamindex Number Current Class Subbasin

PERMFrTEE s CERTIFICATI DI
undersigned agent for the Perrnittee,. hereby state that this project has been constructed pursuant
ppiicable standards & requirements, the Professional Engineer below has provided applicable
strc°ction information. to the Perrnittee, and the Permittee is prepared to operate & maintain.
FAST TRACK
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
ER ENGINEERING CERTIFICATION
ty Works
WC.10 9491
Moore f=arnns. Subdivs
September 22, 2017
on
MOO Ps=ii.;
This project shad rnot be considered complete nor allowed to operate in accordance with Condition 7 of
this permit urttfi tl e Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom,.
Any wastewater flow made fritntltary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation +af the permit and shall subject the Permittee to
appropriate enforcement actiorts. 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,
de
the
Printed Name,
.rajec
my alai duo care and ding.
construction was observed to be built within ^suabstant
Division of Water Resources' (t)ivision) Gravity Sower
14305, as applicable; the Division's Minimum t)aNsi rn Crlrer
and Force, Mains adopted .lr;ne 1, 2000, as anplicabi
cl ation system permitted keen or portions
•
North (Thrali^rtn 1Hrofo, ssion,
Final
Certification Comments
inclui
F,A105
ualitiers
descript on)
a
;h if necessary):
EN iJNEER'S CERTIFICATION
as a duly registered Pro essionaI Engin
rive ([, ; periodically, weekly', frnii trrnne the ccanstr c ion of the
enced above for the above Perrrnittee hereby state t"-r i' trs r4ya best of
e was used in the observation of the construction such that the
compliance of this permit; 1,aA NCAC 027; the
iaunn Design Criteria adetpteci February 12,
le Fast -Track Permitting of Pump Stations
r supporting materials,
r t�
in the State of North Carourna,
u

FAST TRACK SEWER ENGINEERINta CERTIFIC"ATItN
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Union County Public Works
WQ0039491
Moore Farms Subdivision
September 2.2, 2017
WOROS
MOORESVILLE REGtONAtw OFFICE
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this ,emit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow rnade 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.
PFRMITTEE'S CERTIFICATION
1, the undersigned agent for .he 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
thrp wastewater collection system permitted herein or portions thereof.
(/'J/F''��,�'-� _'jd' ,yfr lJyf. ,.tit;of
Printed Name, ittle
ature
T
CATION
I Matanew C. Krcvrner P.,E. , as a duly registered Professional En it eer in the State of North Carolina,
having been authorized to olmsesrvcl j[x periodically, fl weekly, full time) the construction of the
project name and location as referenced above for the above Permitter 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 02,T; 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 Profession -
Li Final
/sign
Partial (include description)
Lots 14-101
MH-61 to MH.IT2, MH-B2 to MH-E13.
MH A2 to MIH.81
Certification Comments/Qualifiers
nece
f
& date',

FAST TRACK SEWER ENC,tNEERING CERTIFI
PERMITTEE:
PERMIT #:
PROJECT
ISSUE DATE:
Union Count
WQ0039491
Moore Farms Subdivision
September 22, 2017
Public Works
TION
FIE CEIVED,NCDECUDWP
. AN 2 2
WORDS
MOORESv'IL.LE REGIONAL OFFICE
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 ail required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom,
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions, The Permittee is responsible for tracking all partial certifications up
until a final certification is received, A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERNII'TTEE'S CERTIFICATION
the undersigned agent for the Perrn;ittee, 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
collection system permitted heer-frtor portion ~ t ereof,
the astewater Q
Printed Nary: e' Title
ENGINEERS CERTIFICATION
I, Matthew C. Kirchner, P as a dui registered Professional En ineer in the State of North Carolina,
having been authorized to observe (x periodically, J weekly, full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materialst
..
North Carolina Professional Engineer's Seal w/signature & date: ���°` CAR r�..
ss i
5-(1 Final Partial {include description)
Certification Comments'Qualifiers (attach if necessary):
Stars of North Carolina Envir©runenta; Quality ( Water Resources ( Water Quality Regional Operations
Mooresville Regional C7f£rrelAtt) Ease Center Avenue. Suite 301 :hiriuresvirle North Caroline 1"Rt 15