WQ0039661_Regional Office Historical File Pre 2018

!rVater Resources
'EMVIRONMENTAL QUAL7Y:
February .5, 2018
Crystal Panic°, New Development Program Manager
Union County Public Works
500 N. Main Street, Suite 400
Monroe, NC 28112
Dear Ms„ Panico:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA C
i.„PEPPER
Lixtrirn Director
Subject: Permit No. WQ0039661
Union County Public Works
Canisteo
Wastewater Collection System Extension Permit
Union County
In accordance with your application received November 29, 201.7 and additional information received.
February 1., 2018, we are forwarding herewith Permit No. WQ0039661 dated February 5, 2018 to the
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rescinded and shall be subject to the conditions and limitations as specified therein.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 1.2: In A.coordance with the Revised Residential Flow Reduction Approval, dated January 26,,
018. for e.unitting purposes, allocations may be permitted utilizing a flow of 285 GPI)
per lot. The number of total bedrooms shall be stated in the permit, 45 bedrooms (15 lots
3 bedrooms), based on the indicated average..of 3-bedrooms per lot, and a .modification to
the permit shall be completed prior to construction for additional bedrooms above the
specified total. The number of 'bedrooms installed hall be tracked b Co nt Public
Works. The current total of bedrooms installed shall be submitted with each engineering
certification (partial or final) and with any permit modification application pack.ages.
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 1.5A NCAC 2T .0403 or any individual system-vvide collection system
perrnit 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. I 61.0 East Center AVOIlLte,. Suite 301 Mooresville, Korth 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 ori.tuvia'ncdenr.gov.
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: Marc Van Dinen (P.E.) (E-copy)
Mooresville Regional Office Files
Water Resources Central Files
PERCS (E-copy)
Page 2 of 8

Environmental
Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Union County Public Works
Union County
for the construction and operation of approximately 1,270 linear feet of 8-inch gravity sewer; 219
linear feet of 24-inch gravity sewer, to serve Canisteo Development, and the discharge of 4,275
gallons per day of collected wastewater into the Union County Public Works existing sewerage
system, pursuant to the application received November 29, 2017 and additional information
received February 1, 2018, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting data subsequently filed and approved by the Department of
Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0039661
Permit Issued: February 5, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Union County Public Works is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Twelve Mile Creek Regional
Wastewater Treatment Facility in accordance with .Permit Number NC0085359
Permitting of this project does not constitute an acceptance ofany part of the project that does not meet
1.5A NCAC 2T; the Division's .Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application, It shall be the Perrnittee's, responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below,
SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 4,275 GPD, shall be made tributary to
the subject sewer system until an application for permit modification for an increase in flow
has been submitted to and approved by the Division. [15A NCAC 02T.0304 (b)1
2)_In Accordance with the Revised Residential Flow Reduction Approval, dated January 26_,
2018, for permitting purposes, allocations may be permitted utilizing a flow of 285 GPD per
lot. The n mber of total bedrooms shall be stated in the permit, 45 bedrooms (15 lots * 3
bedrooms), based on the indicated average of 3-bedrooms er lot and a modification to the
permit shall be completed prior to construction for additional bedrooms above the specified
total. "Fhe number of bedrooms installed shall be tracked by Union County Pubhc Works. The
current total of bedrooms installed shall be submitted with each engineering certification
(partial or final) and with any permit modification applicatpackages.
11. STANDARD CONDITIONS
1. This permit is not transferable, In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation :from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A. NCAC 02,T.0104; G.S 143-21.5.1(d3)]
2. This permit shall become voidable unless the wastewater collection. facilities are constructed in
accordance with the conditions of this permit; 1,5A NCAC 2T; the Division's Gravity Sewer
Minimum„Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1,. 2000, as
applicable; and other supporting materials unless specifically mentioned herein.. [15A NCAC
02T.01.10]
Page 4 of 8

This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: {15A NCAC 02T .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at least
once per week.
e. High -priority sewer lines shall be inspected at least once per every six months and inspections
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g.
Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute § 143-215.1 C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
J•
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the Iife of the system.
Page 5 of 8

5. The Penn ittee shall report by telephone to a water resources staff member at the Mooresville Regional
Office, telephone number (704) 6634699, 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 andlor spill over 1,000 gallons; or
c. Any SSO andlor 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 occurrenee. This report. must outline the actions taken or proposed to be taken to
ensure that the problem does not recurPart II of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control. [(i.S. 143-
215.1C(a1)1
6.. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [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:
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
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
Page 6 of 8

c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested modifications
or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis and each on
its own merit. Please note that variances to the Minimum Design Criteria should be requested and
approved during the permitting process prior to construction. After -construction requests are
discouraged by the Division and may not be approved, thus requiring replacement or repair prior to
certification & activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the Iife
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000, as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes § 143-215.6A
through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: UNION COUNTY PUBLIC WORKS
PERMIT #: WQ0039661
PROJECT: CANISTEO
ISSUE DATE: FEBRUARY 5, 2018
This project shall not he considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Perm ittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
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
ENGINEER'S CERTIFICATION
1, , as a duly registered .Professional En leer in the State of North Carolina,
having been authorized to observe (LJ periodically, P 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 (Amy
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 LI Partial (include description)
Certification Comments/Quatifiers (attach if neiessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville„ NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

Divisi+ rt of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
l5A NCAC 02T .0300 --- FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
ETA 04-16 & SUPPORTING DOCUMENTATION
,Application ?^ lumber:
P
R)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Union County Public Works (company, municipality„ HOA, uti9i
2, Applicant type: f Individual C'orporatiuu I] General Partnership
Li Federal State/County ❑ Municipal
02l`.0I06 bJ
Signature authority's name: Crystal Panicn,, E per
Title: ' ew Development Program Aianager
4. Applicant's mailing address: 500 'N. Main Strset, Mauitc d#3t;9
City: Monroe State: NC
Applicant's contact information:
Phone number: [phone] Email Address: crystal.panicpAunioncountvnc.eov
p:
Ei Privately
Ej Other
PROJECT INFORMATION:
1 Project name: Canisteo
?. Application/Project status: Proposed (New Permit) ❑ Existing Permit/Project
Ifa modification, provide the existing, permit number: WQO0 and issued. date:
if new construction but paattof amaster plan, provide the existing permit number: WQ00_
County where project is located: Union
4, Approximate Coordinates (Decimal Degrees): Latitude: 35.00221a4= Longitude: -80.718835
5, Parcel ID (if applicable): 0609901 IA
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Mare R, Van Dine., PE
Firm: Design Resource Grogp (Firm Number (' 2165j
Mailing address: 2459 Wilkinson Boulevard, 200
City: Charlotte State: NC Zip: 28208-
Phone number: 704)343-0608 Email Address: arciad
ber: 036.289
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: `I"wwelvemile Wastewater Treatment Plant Permit Number: NC0085359
Owner Name: Union County Public Works
RECEIVING DOWNSTREAM SEWER INFORl1AT ION ('if different than W' %TF):
1, Permit Nurnber(s): 'WQ0032807
Downstream (Receiving) Sewer Sine: 24 inch
' \stem Wide ect on S ate.rt7 1 rnii 'su )bc_gl ,) Laappltc tbltj: Al QCS.
Owner Name(s): Union Country Public Works
ned Public Ut
y
FORM: F'TA 04-16 Page I of5

Prr:
VI. GENERAL REQUIREMENTS
rr the Applicant is a Privately -Owned Public Utility. has a Certificate ,of Public Convenience and Necessity' been attached?
Ej Yes No NN/A.
2. If the Applicant is a Developer o f lots to be sold, has a Develmer's Operational :Agreement FORM: l.)EV) been attached?
E3 Yes ON° NA
3. If the Applicant is a Ilome/PrcmertvOwners" Association. has an Operational Agree e' been attached?
Ei Yes No
4. Origin of wastewater: (check all that apply):
Residential. Owned
D Residential Leased
School / preschool / day care
El Food and drink facilities
Ej Businesses / offices/ factories
E] Retail (stores, centers, malls)
El Retail with food preparation/service
Ej Medical I dental / veterinary facilities
Li Church
Nursing Flame
5. Nature of wastewater 100 % Domestic/Commercial
% Commercial
Ej Car Wash
Ej Hotel and or Motels
El Swimming Pool /('lubhouse
El Swimming Pool/Filter Backwash
El Other (Explain in Attachment)
% Industrial (See I5,ANCAC 021 ,0
s there a Pretreatment Program in effect? rj Yes
6. Has a flow reduction been approved under 1,5A NCAC 021 14(tr Ves
Yr, If yes, providea copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Estb1ishment Type (see 02L0114(f)
No
Daily Design Flow
. of Units
Single Residence - Three 13edroom
95 GPD per bedroom)
285 gallResudence
gall
15
4275 GPD
GPD
gal
gall
GPI)
gal
gal
GPD
GPD
GPD
Total
4275 GPD
a See 15,A NC.AC 02T .01 14(b), 1.Jelli) and ken 2 for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in GS,
b Per I5A 'NCAC 02T .0114(c), design flow rates for establishments not identified [in table I 5.A NC.AC 02T.01111 shall be
determined using available flow data, water using fixtures-, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 4275 GPD (per 15.A NC.AC. 02T .(114)
Do not include future flows or previou.sly permitted allocations
If permitted flow is zero, indicate why:
El Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
LI Flow has already been allocated in Permit: Nu ther:
E Rehabilitation or replacement of existing sewer with no new flow expected
El Other (Explain):
FORM: 1EA 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA Of Applicable) - 021 .0305 Si 7411X" (Cravitv
I.. Summarize gravity sewer to be permitted:
Siz • nches)
8
8
24
Length (feet)
964
246
60
219
Material
SDR 35.. ......
SDR26
DIP
DIP
• Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
• Section 111 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
VIII, PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC(Pump Stations/Force Mainsi:
COMPLETE FOR EACH PUMPSTATION 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 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size
Length (feet) !Material
6. Power reliability in accordance with 1.5.A NCAC 02T .0.3osAilul:
0, Standby power source or pump with automatic activation and telemetry - ISA NCA.0 02T ,0305(h)(1)(I3):
• Required for ail 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: 'now less than 1.5,000 gallons per day:
zi Portable power source with manual activation, quick -connection receptacle and telemetry - I 51 NCAC 02T
,030.5(h)(1)(C)
Or
LJ .Portable pumping unit with plugged emergency pump connection and telemetry - I5A NCAC 02T ,0305(h)( )(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,
• Lithe 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 timeframes, shall he provided
in the case of a multiple station power outage.
FORM: HA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS— (0213 .0200 & ISA NCAC 02T .0305(0):
1. Does the project comply vvith all separations found. in 1 5 N C 021 .0305(0 &,(g,)
15A NCAC 021-.0305(0 contains minimum separations that shall be 'provided for sewer systems:
Setback Parameter*
Storm sewers and other utilities not listed below (vertical )
Water mains (vertical -water over sewer including in benched trenches)
Water mains (horizontal)
Reclaimed water lines (v - reclaimed over sewer).
Reclaimed water lines (horizontal - reclaimed over sewer)
**Any private or public water supply source, including any wells. WS-I waters of Class 1 or
Class 11 impounded reservoirs used as a source of drinking water
**Waters classified WS (except WS-I or VS-V), B, SA, ORW, FIQW, or SB from normal
high water (or tide elevation) and wetlands (see item 1X.21
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
Any, basernent
Top slope of embankment or cuts of 2 feet or more vertical height
Drainage systems and interceptor drains
Any swimminpools
Final earth grade (vertical)
Separation Required
24 inches
IS inches
10 feet
18 inches
2 feet
100 feet
50 feet
10 feet
5 feet
10 feet
10 feet
5 feet
10 feet
36 inches
15A NCA( 021,0305(g) contains alternatives where separations in 021/,0305in cannot be achieved,
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
If noncompliance with 02T.1)31)5LflorLgh see Section X of this application
•, Does the project comply •with separation requirements for wetlands? (50 feet of separation) Z Yes
See. the Division's draft separation requirements for situations where separation cannot he meet
No variance is required if the alternative design criteria specified is utilized. in design and construction
1> As built documents should reference the location of areas effected
No
N/A
3. Does the project comply with setbacks found in the river basin rules per 15ANC,\ C 0213 .0200? El Yes Z No Z N/A
This would include Trout Buffered Streams per 15A NCAC 213,0202
4. Does the project require eovera.gelauthorization under a 404 'Nationwide or
individual permits or 401 Water Quality Certifications?
information ean be obtained from the 401 8,, Buffer Permitting Branch
El Yes N‘
5. Does project comply with 15A \( 02T,•0105(_e_L6) (additional permitsicertifications)? ZI Yes El No.
Per 15A 'NCAC 02T,o1051000, direct1y? related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained, Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.j.
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15ANCAC,02.10402, "high-prio•rity sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion thatundermines or deteriorates the sewer,.
LI Yes J No
It' yes, include an attachment with details for each line, including type (aerial line, size, material, and location)
High priority lines shall be inspected .by the permittee orfls representative at least once every six -months and inspections
documented per 15A NCAC: 021%0403(a)(5) or the permitee's indiidual System -Wide Collection permit.
FORM: 1TA 04-16 Page 4 of 5.

CER'1"IF"ICA,TIO
Does the submitted sys
and Force titan sil ate t
rnply w
n i, and the
Yes
Limp Static
plicable?
If No, complete and submit the 't ariancelAlternative Design Request application VA DC 10-14) and supporting documents for
review, Approval of the request i r a'�anired prior to submittal of the Fast Track Application and supporting documents.
Professional lingineer's Certification:
1, INiarc Van Dine,, PE
e:ssional IMngineer's name from Application peril
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications.,.
engineering calculations, and all other supporting documentation to the hest 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'tnay 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 14 3-215.6A and 1.43 215.61i, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to.exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signaturand date:
Applicant's (ertifieatis n per 15A ' CAC 02T .0I06(b):
Crystal 4 Panico, PE, New Development Procara
(Signature Authority's name & title from Application Item I
Mang er
st tha
ris application for
has been reviewed by me and is accurate and complete to the hest of nay knowledge, I understand that if all required 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. 1 also understand that if all required parts of this application package are not completed, and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
O'TE ,-.. In accordance with General Statutes I 1>C 1, and 1w 1", , any person who knowingly makes any false
statement, representation, or certification in any application package shall 'be guilty, of a Class 2 misdemeanor, which may
include a tine not to exceed $10,000 as well as civil penalties up to $25,000 :ion.
Date:
'TA 04-16
Page 5of5

0 000FEET
5
SCALE 1 24 000
CONTOUR INTERVAL 10 FEET
NORTH AMERICAN VERTICAL DATUM OF 1913-9
MA'" "HEWS, NC
2013
42 `30'°
DESIGN
RESOURCE
GROUP
r.ANG?SCAPL AROINITECLEJHt
CT�fl EN NEERING
HAANSPOW A PIUN PLANNING
USGS QUAD MAP
PROJECT CT : 635.002
mom SY
OPECA,E0 MVO
1 ar1¢Ji2017
REVISIONS:
PA, Ami suA±A& PNAPt PAW* 14u trw wp,
EX 1.2

ry A
OC
EvEDED
DESIGN
RESOURCE
GROUP
LANDSCAPE AHcHI4ECTURE
MR ENGINEERING
1ra"ANSEIOOF PAYED PLANNGNei
iw!am�as. 6Mev. Sat, aN'rv't nbt %%. HD ZEDiEI
LOCATION MAP
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PROJECT
ERKEVIK
CHECKED OK
10130121717
REVISIONS:
05-002
neNE
EX 1.2

State of North Ca
of Environmental. Qua
ision of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(T'FSE 04-16)
y Requesting Vocation; 1 Jnion County
:Pro iect Narne for which flow is
kl'ore than one FTSE may be a'ecjtrfr et. kn s t is
stc;rtions along they route al the proposed wastewater
;illpump
m.plcte this section only if
a. WWTP lac
h. W \NIT P ITaci
'ame: Twelve Mile Creek WtW'T"P
at plant.
it : NC0085359
c. WWTP facility's permitted flow
cl. Estinr rte.d obi ga.ter,l flow not et tributitry to tl
e. W WIT facility's acts ul avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h, Percent of petxnittecf flow used.
divers—
v are in MGD
izpel ude
6 Mile
.75_
3,78
0.0043
5.540'9
0°.34
Complete this section for each pump s
proposed wastewater flow,
esponsible for a.lotpg the route of this
List pump stations located. between the project connection point and the WWTP:
Pump
Station Firm
(Name or Capacity,
Number) MOD
N/A
A)
Average Daily
Flow**
(lt)
(D)=(B±C)
Ohligated,
Approve. Not Yet Total Current
Current Avg, Tributary Flow Plus
Daily Flow, Daily Flour, Obligated Available
MGU Moil) flow Capacity***
The C'irin Capacity ofan.y pump station is de'tined. as the maximutn pu
can be achieved with the largest pump taken out of service.
** Design Averag
factor (pf) not Icss
pe
0
wily Flow is the firm. capacity of the pump station divided by a peaking
an 2.5.
*** A Planning Assessment Adde
between the project connection pm
urn shall be attached for each pump station Located
and the WWTP where the Available Capacity is
Downstrearn Facility Name (Sewer); 'i velwve Mile Creek
Downstream Permit Number:
)032807
Page 1 of 6
FTSE 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 local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Gfit�L.`aJ
Sign4ng Offi'ial Signature
V7-07/Dat
Page 2 of 6
FTSE 04-16

Priv.
PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 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 04-16

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. Please contact your Pretreatment Coordinator
for information on industrial flow tributary to your WWTP.
As ofJanuary 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.=0.015MGD
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.=0.515MGD
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 Flow 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
0.252
1.895 0.758 0.472
(C) (D)=(B+C) (E)=(A-D)
Obligated,
Not Yet Total Current
Tributary Flow Plus
Daily Flow, Obligated Available
MGD Flow Capacity*
0.080 0.332 -0.012
0.135
0.607 0.151
Page 5 of 6
FTSE 04-16

prir:
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 flan 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

rDESIGN
RESOURCE
GROUP
October 30, 2017
NCDENR — Division of Water Resources
Mooresville Regional Office
610 East Center Ave., Suite 301
Mooresville, NC 28115
RE: Canisteo (635-002)
Sewer Project Narrative
Please find enclosed the Fast Track Application Package for a sewer system to serve
the referenced project. This sewer extension will serve Canisteo Subdivision, a
proposed 15-lot subdivision in Union County, North Carolina. The gravity sewer
collection system will be owned and operated by Union County Public Works. The
Union County Public works will also accept and treat the wastewater discharge
generated by the proposed subdivision,
Sincerely,
Marc R. Van Dine, PLS, PE
Associate
Design Resource Group, PA (C-2165)

Union Coun
y
Union County Public Works
500 North Main Street
Suite 400
Monroe, NC 28112
T. 704-296-4210
www.unioncountync.gov
Transmittal
To:
Attention:
NC Department of Environmental Quality
Division of Water Resources - Mooresville Regional Office
610 East Center Avenue
Mooresville, N.C. 28115
Regarding: Sanitary Sewer to serve Canisteo Subdivision
We are sending you:
Copies
Date
10/30/17
1/20/17
1/20/17
1 /7/ 17
No.
Copy of letter
Plans
Cover Letter
Date: November 22, 2017
El Prints n Other
Shop Drawings
Description
Fast Track Application
1036
These are transmitted and checked belo
For approval
Remarks:
Signed: ael7t1.A...t0
Received by:
Copy of Fast Track Application
USGS Topo Map
Street Level Map
Flow Tracking Form
$480.00 Check (Application Fee
For your Li As requested. For review and comment
use
Peter W. Brown
Date:

Central Files: APS _ SWP
' 2/5/2018
Permit Number WQ0039661 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
.Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions 1.00 Individual
Primary Reviewer
ori.Iuvia
Coastal SWRuIe
Permitted Flow
4,275
Facility
Permit Contact Affiliation
Facility Name MajorlMinor Region
Canisteo Minor Mooresville
Location Address County
Union
Facility Contact Affiliation
Owner
Owner Name Owner Type
Union County Government - County
Owner Affiliation
Cindy Coto
Oates/Events
500 N Main St
Monroe
NC 28112
Orig Issue
2/5/2018
App Received Draft Initiated
11/29/2017
Scheduled
Issuance Public Notice Issue Effective
2/5/2018 2/5/2018
Regulated Activities Requested /Received Events
Expiration
Subdivision Additional information requested 12/1/17
Wastewater collection Additional information received 2/1/18
Outfall
Waterbody Name Streamindex Number Current Class Subbasin
4

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: 'UNION COUNTY PUBLIC WORKS
PER.MTIE' #: WQ0039661
PROJECT: CANISTEO
ISSUE DATE: FEBRUARY 5, 2018
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page f©oter.
Any wastewater Clow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. .A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
/171
Printed Na:' e, Title
PERM.ITI`lE'S CERTIFICATION
1, the undersigned agent for the Perrnittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system , eerrmitted her portions
0 • Rot n•'ua
e
ENGINEER'S CERTIFICATION
d registered Professional En ineer in the State of North Carolina,
ham au d b ro"ect Warne anlocat on asof enced periodically, iodically, © weekly, L full time) the construction of the
p Jabove for the above Permitter hereby state that, to the hest 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 I)esiln 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 materi
North Carolina Professional Engineer's Seal w/signature & date:
Final
L Partial (include description
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]