WQ0019570_Regional Office Historical File Pre 2018 (3)

Water Resources
ENYIRCtNN'ENTAL OUALITY
February 23, 2018
Ms. Crystal Panico, New Development Program Manager
Union County Public Works
500 N. Main Street, Suite 400
Monroe, NC 28112
Dear Ms. Panico:
f
R3Y C-OPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
Subject: Permit No. WQ0019570 MODIFICATION
Union County Public Works
Crooked Creek Interceptor, Pump Station &
Force main
Wastewater Collection System Extension Permit
Union County
This permit will nullify all previous versions of permit no. WQ0019570.
In accordance with your application received February 12, 2018, and additional information received
February 22, 2018, we are forwarding herewith Permit No. WQ0019570 MODIFICATION dated February
23, 2018, 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issuance until rescinded and shall be subject to the conditions and limitations as specified therein.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.
Permit No. WQ0019570 was originally issued on July 6, 2001 and modified on June 30, 2015. Due to the
construction of a new subdivision, 12-inch force main will be relocated, and upgraded into 16-inch force
main. This modification to Permit No. WQ0019S70 is issued February 23, 2018. The Modified permit
voids all previous versions of Permit No. WQ0019570.
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.
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office) 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Ori Tuvia at [phone] or
via e-mail at [e-mail].
Sincerely,
c
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Joel Smith, P.E. (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
1
Page 2 of 9

I
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 2,610 linear feet of 16-inch force (replacing
4,400 linear feet of previously permitted force main), as part of the Crooked Creek Interceptor,
Pump Station & Force main project. No additional flow is permitted (no flow previously •
permitted) into the Union County Public Works existing sewerage system, pursuant to the
application received February 12, 2018, and additional information received February 23, 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.
Permit No. WQ0019570 was originally issued on July 6, 2001, for 118 linear feet of 12-inch gravity
sewer, 5,110 linear feet of 15-inch gravity sewer, 153 linear feet of 16-inch gravity sewer, 63 feet
of 18-inch gravity sewer, 4,120 linear feet of 24-inch gravity sewer, 12,015 linear feet of 30-inch
gravity sewer, 1,915 linear feet of 36-inch gravity sewer, 18,300 linear feet of 12-inch force main
and approximately 21,200 linear feet of 16-inch force main; and, a 2120-GPM pump station
(design operating point: 2118.9 GPM @ 234.7 TDH) with duplex 250 HP pumps, on -site audible
and visual high water alarms, on -site generator, flow meter, and SCADA system to convey
approximately 2.9 MGD (peak flow) of collected domestic wastewater from the Crooked Creek
basin to the Twelve Mile Creek basin with no new flow generated by the project.
Permit No. WQ00195700 was than modified on June 30, 2005, for the addition of 1,538 linear
feet of 12-inch force main to serve as a diversion line as part of the Crooked Creek WWTP # 2
Force Main Diversion project, and the discharge of 0 gallons per day of collected domestic
wastewater
Page3of9

3. This pemnitshall be effective only with respect tothe nature and vo|ume of wastes described in the
application and other supporting data, (15A NCAC 02T M101
4. The wastewater collection facilities shall be propeMy 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 NCA[ 2T.0401 If an individual
permit is not required, the following performance criteria shall be met. [15A NCAC 02T M08(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 frcquency, 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 shal� be inspected everyday (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-mo,nths and 'inspections are
documented.
Ageneral observation of the entire sewer system shall be conducted atleast once per year.
Q. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with I5AN[AC2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143'Z1S.K.
h. A Grease Control Program is in place as follows:
l. 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 atexisting establishments. The plan shall also
include |egnx means for inspections of the grease interceptors, enforcement for violators and
the legal means tocontrol 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 |eastbi-
onmua| distribution of grease education materials to users of the collection system by the
perrpitteeorits representative.
3. Grease education materials shall be distributed more oftenthan required in Parts (l) and (2)
ofthi5 Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
R|ght-of+waysand easements shall be maintained inthe full easement width for personnel and
equipment accessibility.
Documentation shall bekept for Subparagraphs (a)through (i)ofthis Ru8efor aminimum ofthree
years with exception of the map, which shall be maintained for the life of the system.

I
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,
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 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 [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(a1)]
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 forrn. 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:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or 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
Page 7 of 9

source nrpump adedicated tomultiple stations, anevaluation ofall the pump stations' stmn4ge
capacities and the rotation schedule o/ 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 toCertification (Final urParda|): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases ofl896 or greater, increased flow,
pump station design capacity design increases of5%nrgreater, and increases in the nunmber/tvpeof
connections), regulations, or the Minimum Design Criteria. Requested modifications orvariances to
the Minimum Design Criteria will be reviewed on acase-by'case basis and each on its own merit.
Please note that variances tnthe Minimum Design Criteria should be requested and approved during
the permitting process prior toconstruction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation, [15ANCA[8ZT.U1l6l
Q. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity 5ow/mr 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 o 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. [ I54 NCACO2T.Q105(n)]
9. Acopy mfthe construction ,ecmrddravvnQsshaUbemaintaimedonfi|ebythePemnhteeforthe|ifeof
the wastewater collection facilities, [15AN[4CQ2T.UI16]
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 ofPump Station and Force Mains adopted June 1'2OQ0,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §l43'Il5.6Athrough §143-I15.6[,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer twthe licensing board. [15A NCACO2T �0104; 15A N[A[02T
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,
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 bythe Division orany other Federal, State, ofLocal government agencies. [G.S. 143'
Page 8 of 9

I
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Union County Public Works
WQ0019570 MODIFICATION
Crooked Creek Interceptor, Pump Station & Force main
February 23, 2018
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEERS CERTIFICATION
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, n weekly, n 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 n Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
DMOLIO , f Q
Slate of North Carolina { Environmental Quality { Water Resources { Water Quality Regional Operations
Mooresville Regional Office{ 610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28113
704 663 1699

State of North Carolina
Department of En vironmental Quality
Division of Water Resources
15A. NCAC 0;2T .0300 m FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
must: be completed or the application will be returned
APPLICANT 'INFORMATION:
1. Applicant's name: Union County (company, municipality, HOA, utility, etc.)
Partners
al
2. Applicant type: LI individual El Corporation
�] Federal St are!C;eaun `
3. Signature authority's name: t'rystal 0, Pa axi o�P ul per 6 ui a tt Mom s Y (I
Title: New Development. Program Manager
4. Applicant's mailing address: 500 N.. Main Street, Suite 4,00
City: Monroe State: INC Zip: 28 1212
5. Applicant's contact information:
Phone number: [phone] Email Address. crystal.panicrr(,ri untrrt c runty c
PROJECT INFORMATION:
1. Project name: Crociked Creek Interceptor Pt Station, & Force,
2. Application/Project status: LI Proposed (New Permit)
If a modification, provide the existing permit number: WQ(10195'70 and issued date: 06 30105
If new construction but part of a master plan provide the existing permit number: 'wVQ0O
County where project is located: Linton
4., Approximate Coordinates (Decimal Degrees): Latitude: dl242k l Longitude; '130.665834`
5,. Parcel ID (if applicable): 07-1204)0580
(or Parcel ID to closest downstream sewer)
El Privately-Ocaned .Public
© Other
Ill. CONSULTANT INFORMATION:
i, Professional Engineer: Joel D Smith License Number: 028822
Firm:: ColeJenest& Stone PA
Mailing address: 11.9 East Hargett St. Suite 300
City:: Raleigh State: SIC Zila. 27(i01-
Phone number: [phone]
Email Address: inaitltiii:=coieieneststo
g Per
m
WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: 12-Mile Creek Treatment Facility
Owner Name: Union County Public Works
Permit Number: NC0085M35.9
RECEIVING DOWNSTREAM SEWER INFORM'ION (if different than N.
1, Permit Number(s): WOC/019128 & b'4200195111
y: t as 1 sa , liis tom i rr .1\ .1 w u N 1,1*.- t..l. t i t .111;1I
Owner Name(s): Union County Public Works
Downstream (Recci =irtg) Sewer Size: ;34 inch
FORM: FTA 04-16
Page 1 of 5

VI.
GENERAL REQUIREMENTS
the Applicant is a Privately -Owned Public Utility, has a tCerti'Ficat
.L1 Yes
11`the Applicant is a Developer o..
If the ,Applicant is a ! join ,'
4. Origin of wastewater: (check all that a
ly):
1has a
El Residential Ow=,nevi. LI Retail i.
D Residential Leased [1 Retail
School "' preschool I day care [i Medica
Ej Food and drink facilities El Church.
❑ Businesses ,e offices 1 factories [,1 Nursing Haute
No
•f Public Convenience and Nec
A
cea, centers, tttat,is)
Pt food prepacratiot "sere ce
dental °` veterinary facilities
Nature of waste watc;.r- : t Citl ">a Dotnestic<`C:omnnercial
Industrial
_,.., �"�� lit
is there at Pretreattnet
meta approved under
copy of flow redaction ap
7 Swnrnarin wastewater generated by project:
ablishrnent Type (see (I vI
4l
1)0).>.a
dwelling; propos tl unknown non-residential devclopment uses; public access S
and residential property located south or east of the ,Atlantic Intracoastal Waterway to be used as r3•aeat
b Per 15A NCAC 02T .0114(c), design flow rates fo
determined using available Slow data, water using •
Wastewater generated by project: (1 GPI) (per
Y Do not include future flaws or previously permitted all€a oilcans
If permitted flow is zero, indicate why:
r_] Pump Station or Gravity Sewer where flow w ill be pertrtttecl itt sulase€luenl
n Flow has already been allocated its. Permit Number: _.._.
Rehahili'tatton or replacement of existing sewer with no new flow expected
Other (Explain);
o
P
r
en attached?
attached'
Car Wash
D Hotel and/or Motels
Swimming Pool 'Clubhouse
Swimming Pool/Filter Backwash
El Other (Explain in Attachment)
l&rct'P El Yeti [l No
Ye
Dads Design Flow "b
additional flow
gal.`
gall
gall
gal.,
gal/
Flow
0 GPD
Toro/
GPD
GPD
GPD
GPD
GPD
w
0 (JPI)
Sce
caveat
astewater design ilc
establishments not identified j,in
xtures, occupancy or operation patterns,
s that c€annect t
t tttn tloA. per
h public use areas',
s as defined
tI shall be
eastrred data.
his line
FORM: ETA 04-16
Page 2

VII. GRA.' 'TYV SEWER. DESIGN CRITERIA. (If Applicable) - 02T .0305 & MI)C1Crasity Sewers):
1, Summarize gravity sewer to be permitted:
RECEIVEITyNERCIIIINECIRAIR
Size (inches)
EX I.2-FM
16- Pvl
I6-FM
Length (feet)
4,400
1,419
635/556
!Material
ex -unknown
C'-900
DIP/RI DIP
Section 1.1 & III of the MD(: for Pemaitting of Gravity Sewers contains information related to design criteria
Section. 111 contains information related to minimum slopes for gran=iity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the YIDC
PUMP STATION DESIGN CRITERIA (If Applicable) —) 'I: I)3f & YI I)( (.Pump Stalin
COMPLETE FOR EACH PUMP STATION 1NCL.LDED IN T'IUS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees. ' Latitude: t ongi tde: -
3. Design flow ofthe pump station: � � milli c° ns gallons per day (firm capacity)
4. Operational point( s) ofthe punap(s): gallons per minute at feet tot:aat dynamic head Dhi)
. Summarize the force main to be permitted (fiir this Pump Station):
7
Size (inches) Length (feet)rlaterial
6. Power reliability in accordance with 1 \ N It02I 030S081):
El Standby power source or pump with automatic activation and telemetry - 1.5A 1vCAC 021 .0305(h)(I)(B)r
Required for all pump stations with an average daily Clow 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,
Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
,0305(h )( 1 )(C)
or
© Portable pumping
with plugged emergency pump connection and telemetry - '15A NCAC 021,0305(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 ofthe portable power source or pump, including travel tinaeframes, shall be provided
in the case ofa multiple station power outage.
FORM:. ETA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS (02B .0200 & 1.5A NCAC 02T .0305
Does the project comply" with all separations found
1.5A NCAC 02T,0305 f) contains mi
sando
sr uttntaes
seta orations that shall be provided for sew
Setback Parameter*
fisted below (vertical)
r including in benched trenches)
water tnatns �vFarttcat-waxer over sevate
Waterm ns hrrti ontal)
Reclaima d v rtter lanes (vertical reclat-
Reclaimed rate-r lines ii reel
aorizontal -
ed raver sewer)
**Any private or public water supply source, inc'I
Classll. impounded reservoirs used as a source of
ing any wells, WS-1 waters of Class I or
inking water
classified WS (except WS-1 or WS-V), B. SA, ORW, IIQW, car SB from norm
ter (or tide elevation) and wetlands see item '1 dX 2)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Ay building foundation
An basement
peomre vertical height
of embankment or crate of 2 feet r oei ._. _MLL.m _.m
Drainage systems and interceptor drains
An swimming pools
h grade (ve
**Stream cia if'cations
If noncompliance with ti
s where separations in
an be identified using the Division's t;
),E r,..i ), see Section X of this application
motion Required mm _'
24 inches
8 incl
10 feet
18 inches
2 feet
50 feet
1 0 ,feet
5 feet m
10 feet
10 feet
5 feet
10 feet
No
Does the project comply with separation requirements for wetlands? (50 feet of separation) j Yes n No ❑ N/A
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required tithe alternative design criteria specified is utilized in design and. construction
As built documents should reference the location of areas effected
Does the
This
comply with setbacks found in the river basin rules per 5 ".",'
include Trout F3ut1ered Streams per E "- \Nt
Does the project require coveragclauthori
individual permits or 401 Water Quality C
on under a 404 Nationwide or
ifacanons?
:+ information can be obtained from the
Does project comply with
Per 1 5 \ tit:" tt."l",ail
been applied to or have been obtained, Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stornrwater management plans, etc.).
❑ Yes.
[]N/A
'additional penatit icertaf°acation
EA Yes ❑ No
directly related environmental permits or certitication applications are being prepared, have
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per i s(:,' yt'
positioned paral
"high -priority sewer" means "any aerial sewer, sewer contacting surface water., siphon, or sewer
tbanks that is subject to erosion that undermines or deteriorates the sewer
©Yes
No l l NIA
If yes, include an attachment with details for each line, including type (aeria
High priority lines shall be inspected by the pertrtittee tar i
documented per 15A NCAC 02T.0403(at)(5) or the permi
inc, size, matcrial, and loc
epresentative at least once every six -months and inspections
's individual System -Wide Collection permit.
FC R1Vd. FTA 04-16
Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system « mp
anal l,orc:eM1 of r...(lateyu. crs.ror.la,
5 ; CAC0..
aravaty .5e
13 l,rgpr,;rwteria, fPr li: lritirMJtirlwd
i,grr, C a 1f 1 c 1(14Jc t tun) as applies
Yes L3 No
If No, complete and submit the Variance/Altemative Design Request apl
review. Approval of the request is required prior to submittal of the
Professional Engineer's Certification:
essional Engineer's name from Applic
nip Stations
tion (VADC IO-14) and supporting uments for
Track Appli Mien and auPeorlingdocuments.
to
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. 1 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 knowingly makes any false
statement, representation, or certification in any application ekage 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.
Whit'
North Cai
Professional Engin er"s sib re and date:
Applicant's Certification per 15A NCAC 02T .0106(b):
....wEg!i.T t c?u- .ttecL., 3r ,f P> !+ ` .11"4.1e.o.,ddA:r+rt.!+
(Signature Autho t)'s name & title from Application Item 1.3.)
that this appl
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all requites 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 l Statutes l43 215..6A and A.43- „15.613, any person who knowingly makes any false
statement, representation, or certa a ation any application package shall be guilty of a Class 2 misdemeanor, which may
inctude a fine not to exceed $10,000 as well as civil pen. ties up to $2S,000 per violation.
Date.
FORM: FTA 04-16
Page 5 of 5

4276.01 HERITAGE - FAST TRACK SEWER PERMIT
FORCEMAIN RELOCATION
SGS Map

Street Map

Aerial Map

1)ivision of fh7sotpu.
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
([IS[ 041-1()
Entity lequesting Allocation: Union County
Project Name for which. flow is being requested: Crooked Creek Interceptor, PS & FM
Nifrre than one FTSE may he. required pb,' a single pr(?ject if the o Wner yf the PVITTP is not responsihle,i6r all pump
,51alions along the route ql the prapo,s,ed
t, Complete this section only I 1 ou are the OWner of the Wastewater treatment plant,
a, WWII' Facility Name: :reek
b. WWTP Facility Permit #: NCO° - 5359
e, WW-FP facility's permitted 'flow
Allflows are in MGD
6 0 4' Does not include
3MGD diversion to 6 Mile
d. Estimated obligated flow not yet tributary to the WWII' 1.8146
e. WWII) litany's actual avg. flow 3.71
Total flow for this specific request 0.000
-lotal actual and obligated flows to the facility 5.5246
h. Percent of permitted flow used 92.08
11 C(mtplete this section for each pump station you are 'responsible for along the route of this
proposed wastewater flow,
t„„ists pump stations located between the project connection point a [he
(A) (8) (( ) (D)=(B+( ) (E)=(,A--
Design. Obligated,
Pump Average DaU Approx. Ni,:it Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or (apacity, * (Firm. / pi), Daily Flow, Daily Flow, Obligated Available
Nu M her) MGD MGD MG D MGD Flow Capacity***
N/A
* The Firm Capacity of any pump station is defined as thc maximum pumped now that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flaw is the firm capacityof the pump station divided by a peaking
factor (pi) not less than 2.5.
*** A 'Planning Assessment .Addendum shall be attached for each pump station located
between the project connection point and .the WWTP where the Available Capacity is < O.
Downstream Facility Name (Sewe
'le ('reck WW1 1
Downstream Permit Number: W Q0019128 & WQ0019511
Page 1 of 6
FISE 04-16

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 Iocal established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
afixtvp„,%,,, ,v/r
Signing (fficia Signature at
Page 2 of 6
FTSE 04-16

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station Iisted in Section II where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to
allow this flow to be permitted, without a significant likelihood of over -allocating capacity in the
system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste
disposal system.
Signing Official Signature Date
Page 3 of 6
FTSE 04-I6

Instructions for Flow Tracking/Acceptance form (FTSE) and Planning Assessment Addendum (PAA)
Section I
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP, MGD: This includes flows allocated to other
construction projects not yet contributing flow to the collection system. Flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their flow allocation. PIease contact your Pretreatment Coordinator
for information on industrial flow tributary to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two years
and reconciled their flow records, to the best of their ability, so it is known how much flow has been
obligated and is not yet been made tributary to the WWTP, in accordance with local policies and
procedures employed by the reporting entity.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + f]
h. Percent of permitted flow used: Equals [(g / c)* 100]
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there
is 0.5 MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7
MGD. There is a proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15, 2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
f. = 0.015 MGD
g. = 3.215 MGD
h.=53.6%
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
h. = 55.8 %
Each subsequent FTSE form will be updated in the same manner.
Page 4 of 6
FTSE 04-16

. Section II
List the pump station name or number and approximate pump station firm capacity, approximate design
average daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary flow
through the pump station (C) for each pump station that will be impacted by the proposed sewer extension
project. Calculate the total current flow plus obligated flow (D=B+C) and the available capacity (E=A-D).
Include the proposed flow for this project with other obligated flows that have been approved for the pump
station but are not yet tributary (C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as
per the Minimum Design Criteria.
Design Average Daily FIow is the firm capacity of the pump station divided by a peaking factor (pf) of not
less than 2.5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump
station if the system has future specific plans related to capacity that should be considered in the permitting
process.
(A) (B)
Design
Firm Average
Pump Station Capacity Daily Flow
(Name or Number) MGD (Firm / pf)
Kaw Creek PS
Valley Road PS
0.800 0.320
Approx.
Current Avg.
Daily Flow,
MGD
(C) (D)=(B+C) (E)=(A-D)
Obligated,
Not Yet Total Current
Tributary Flow Plus
Daily Flow, Obligated Available
MGD FIow Capacity*
0.252 0.080 0.332 -0.012
1.895 0.758 0.472
0.135 0.607 0.151
Page 5 of 6
FTSE 04-16

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section II where available capacity
is<0.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate whether
there is significant likelihood that needed improvements or reductions in obligated flows will be in place
prior to activating the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to
manage the flow without capacity related sanitary overflows and must take all steps necessary to complete
the project or control the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned
project in the future not yet funded but in a formal plan adopted by the system. The system should carefully
weigh the certainty of successful timely project completion for any expansion, flow management diversion
or infiltration and inflow elimination projects that are the foundation of a planned solution to capacity
tracking and acceptance compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080
MGD of the committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01
MGD per year; and that
c. A funded capital project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
The master plan and ten year capital plan contain recommended scope and funding for a capital project
entitled Kaw Creek Pump Station upgrade with funding planned in July 2014. This project is planned to
add 0.100 MGD to the firm capacity of the pump station by October 2015. Inclusion of this proposed
capital project as a condition of this Flow Tracking/Acceptance for Sewer Extension Permit Application
elevates this project's priority for funding and construction to be implemented ahead of the activation of
obligated, not_yet tributary flows in amounts that exceed the firm pump station capacities identified in
Section II above.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
Page 6 of 6
FTSE 04-16

MEMORANDUM
Date: February 6, 2018
To. Mr Corey Basinger, Regional Supervisor
NCDEQ Water Resources
Reference;:
Joel D Smith, P.E,
4276,01 — Heritage — Fast -Track Sower Per ittin
The attached plans show the relocation of an existing sewer system
forcemain owned and operated by Union County Public Works, to allow
the construction of the Heritage project in Wesley Chapel, NC.
Also enclosed is the Union County Allocation Approval letter and rnaps of
the project area
Please let me know if 1 c
Sincerely,
Smith, P.E,
Senior Civil Engineer
ColeJenest & Stone
ccSean Gleason, PE — CJS
David Goracke - Koller
ith your review,
PASS SKPfiaM27V46."O « Pgtrem ts,1,29 = App4[ca¢NCOEU '554427 f ,H'errtege - Sepotl CoorrAloo

County
842
UnionCounty Public Works
500 North Main Street
Suite 400
Monroe, NC 28112
T. 704-296-4210
www.unioncountync.gov
Trans ittal
To. NC Department of Environmenta9 Quality
Division of Water Resources - Mooresville Regional Office
610 East Center Avenue
Mooresville, N.C. 28115
Attention,
Date: February 8, 2018
Regarding: Sanitary Sewer to serve Crooked Creek toterreptor„ Pump Station and Forcemain
We are sending you:
Copies
Copy of Better
Plans
Prints
Shop Drawings
Descriptucn
2/6/18 i Cover Letter
2/8/18 Fast Track Application
2/8/18 Copy of Fast Track .Application.
2/8/18
6/30/05
1 2/6/18 i 1 793
These are transmitted and checked below;
For approval
Remar
Signed.
Received by:
USGS Topo Map
Street Level Map
Flow Tracking Form
Copy of Existing Permi
$480,00 Check (Applic
For your
use
on Fee)
Other
As requested For review and corn anent
Peter W, Brown
Date_

Permit Number W00019570
Central Files: APS SWP
2/22/2018
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
ori.tuvia
Coastal SWRuIe
Permitted Flow
0
Facility
Status
in review
Version
A
Project Type
Major modification
Permit Classification
Individual
Permit Contact Affiliation
Jon C. Dyer
400 N Church St
Monroe
NC 281124804
Facility Name
Union Co -Crooked Creek Intr Exp
Location Address
Owner
Major/Minor
Minor
Facility Contact Affiliation
Region
Mooresville
County
Union
Owner Name
Union County
Dates/Events
Owner Type
Govemment - County
Owner Affiliation
Cindy Coto
500 N Main St
Monroe
NC 28112
Orig Issue
7/6/2001
App Received
2/12/2018
Regulated Activities
Draft Initiated
Scheduled
Issuance
Commercial or industriai, other
Domestic, other
Wastewater collection
Outfail
Public Notice Issue
2/23/2018
Requested /Received Events
Effective
2/23/2018
Expiration
Additional information requested
Additional information received
2/14/18
2/22118
Watorbody Name
Streamlndex Number Current Class Subbasin

FAST TRACK SE ER ENGINEERING CERTIFICATION
PERMITTEE: Union County Public Works
PERMIT N: WQ0019570 MODIFICATION
PROJECT: Crooked Creek interceptor, Pump
ISSUE DATE; February 23, 2018
n
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.
PERMtTTEE'5CERTIFiCATtt' N
I, the undersigned agent for the Perrrtlttee, 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
wastewa/te�r�pcollection system permitted hereitor portic7ns thereof.
nted Name, TI'tle I Signature
ENGINEER'S CERTIFICATI
i, R, Todd Fisher , as a dui registered Professional En sneer I the State of North Carolina,
having been authorized to observe (1periodically, 0 weekly, Li full tirTiel 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:
El Final [] Partial (Include descript
n.
Certification Commentsi+ulfflersatac If necessary):
S1ataorNei* Caaaorma rage ccrr
Mootesville. Regional 011 tel 6IL
Pfl cm 4 of Q
131 Quality Watt Rcscoacas! Walar Quality ReboneJ (Jpenaiunt
, t Camist Avenue., SAeta 311 I Mao+eswtillc, 1.1ort1t Cerolicia. 115
704 663 1699