WQ0039793_Regional Office Historical File Pre 2018

Water Resources
CN VFRONMEN r'L OUAUTY
February 12, 2018
Crystal Panico, New Development Program Manager
Union County Public Works
500 N. Main Street, Suite 400
Monroe, NC 28112
Dear Ms. Panico:
LE
ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
LINDA CULPEPPER
Interim Director
Subject: Permit No. WQ0039793
Union County Public Works
Ardmore at Price
Wastewater Collection System Extension Permit
Union County
In accordance with your application received February 7, 2018, we are forwarding herewith Permit No.
WQ0039793 dated February 12, 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be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations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 11.1: This permit shall not be automatically transferable; a request must be made and approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute §143-215.6A through § 143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 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.
State of North Carolina I Environmental Quality j Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

If you need additional information concerning this natter, please contact Ori Tuvia at (704) 2 5-2190 or
via e-mail at ori.tuviavia nedenr, roar.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: Kevin Herring (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 578 linear feet of 8-inch gravity sewer to serve
Ardmore at Price Development, and the discharge of 0 additional (50,070 gallons per day
permitted through permit WQ0039794) gallons per day of collected wastewater into the Union
County Public Works existing existing sewerage system, pursuant to the application received
February 7, 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.
jL-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: WQ0039793
Permit Issued: February 12, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Union County Public Works is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Twelve Mile Creek Regional
Wastewater Treatment Facility in accordance with Permit Number NC0085359.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division.
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 0 additional (50,070 gallons per day
permitted through petrriit WQ0039794) 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)]
STANDARD CONDITIONS
This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 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.0110]
This permit shall be effective only with respect to the nature and volume ofwastes 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
Perrnittee 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)]:
Page 4 of 8

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 § 143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Page 5 of 8

Voice mail inessages 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 1 of Form CS-SSO (or the most current Division approved form.) within five days following first
knowledge of the occurrence. 'This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part 11 of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control. [O.S. 5.1C(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. [ 15.a. NCAC 02-f.O1108(h)]
Upon completion t f. 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 inelude the following:
a. One copy of the project constrrret:iorr record drawings (plan &. profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should he
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 he provided.
Changes to the pro ect 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 l Ct14i© or greater, increased.
flow, pump station design capacity design increases of 5% or greater, and increases in the
nurberltype ofconnections), regulations, or the Minimum Design Criteria. Requested modifications
Page 6 of 8

or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis and each on
its own merit. Please note that variances to the Minimum Design Criteria should be requested and
approved during the permitting process prior to construction. After -construction requests are
discouraged by the Division and may not be approved, thus requiring replacement or repair prior to
certification & activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000, as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes § 143-215.6A
through § 143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -Licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
(15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7of8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: UNION COUNTY PUBLIC WORKS
PERMIT #: WQ0039793
PROJECT: ART)MORE AT PRICE
ISSUE DATE: FEBRUARY 12, 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 Rioter.
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 t :7
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
tttzt1 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 CERT FTC: THIN
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
designiconstruction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name, 'I"itle Signature. Date
ENGINEER'S CERTIFICATION
1, , as a duly registered Professional En itzeer iri the State of North Carolina,
having been authorized to observe ('{— perioddlcally°, rveeklyr, full timrre) the construction of the
project name and location as referenced above for the above Per m ttee 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; 1 SA NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Min'imunr 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'sign.ature & date:
Final 0 Pa
is
tide description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 2t1115
',Anne Pc,,itlp r7Painnal rlffirP
Phnr,P. (7rial F,F1.1F44 FAY' anal-F3"1.,Ffl4fl

Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
I5A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSi1ON APPLICATION
ETA 04-16 & SUPPORTING DOCUMENTATION
Application Number: a itta e �mpteted by Dv(
All items must be completed or the application will. be returned
APPLICANT INFORMATION:
I. Applicant's name: Union. County (company, municipality, „OA, utility, etc.)
Applicant type: individual © Corporation © General ,Partnership ® ,Privately -Owned Public Utility
© Federal ® State./County © Municipal [l Other
3. Signature authority's .name: Crystal O. Panico PE per 1 A N4( AC t)' i tllt3f k�
"Title: Nev Development .Program Manager
4. Applicant's mailing address: 500 N Main St. Suite 400
City: Mott~ ,p State: NC Zip: 28112-
5, Appplicant's contact information:
Phone number: (704)'296-4239 Etrtail Address: cr tstal.tttnettnioncountyne.gety_ _
Ii, PROJECT INFORMATION:
I.. Project name: Ardmore at Price
2. Application/Project status:
Proposed (New Permit) ©Existing Perni t/Project
If a modification, provide the existing permit number: WQOO and issued date:
If new construction but part of a master plan, provide the existing permit number: WQOO__
3. County where project is located: Union
4. Approximate Coordinates (Decimal Degrees)' Latitude: 34.9283`` Longitude:-80.7455'
5. Parcel ID (if applicable): 0510,020
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
I . Professional Engineer: Barrett liwri License Number: 39469
Firm: Hazen Engineering PA
Mailing address: 3859 Battleground Ave
City: Greensboro
Phone number: (336) 86-3350
State: NC
Email Address
Zip:27410.- __....
Shaw iehaeen
g
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Twelve Mile Creek WWTI?
Owner Name: County
Permit Number: NC008535'9
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQN/A
'; stern Wide (ol1e tionSystem
Owner Name(s): Union County
Downstream (Receiving) Sewer Size: 8 inch
,lwt pplR� t) C i WQCS_
FORM: I I"A 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
1, If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached.?
0 Yes 0No
2. If the Applicant . is a Developer of lots to be sold, has a Deve1gper's (..Vg.Tational -greemen't (FORM: 1„.WV) been attached?
Ej Yes No N./A
3. If the Applicantis a ilonie/Prvertv Owners' .Association has an Qaclaiona1 Agree rnenI j‘ FORM: HO..!:\,) been attached?
0 Yes 0No N/A
4. Origin of wastewater: (check all that apply):
O Residential Owned
Z Residential Leased
0 School ./ preschool day care
O Food and drink facilities
O Businesses / offices / factories
0 Retail (stores, centers, malls)
0 Retail with food preparationlservice
Ej Medical / dental / veterinary facilities
El Church
El Nursing Horne
5, Nature of wastewater , 100 % Domestic/Commercial % Commercial
% :Industrial (Sce54-NNc,A ( sj2j-Lokiczoi)
*Is there a Pretreatment Program in effect?
Ej Car Wash
0 Hotel and/or Motels
0 Swimming Pool /Clubhouse
0 Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
Yes ElNo
6. Has a flow reduction been approved under 15.A N( .,AC 02T .0 1 40)? Ej Yes. Z No
ves,, provide a come of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02' .
Daily Design Flow
No. of Units Flow
Total
GPD
GPD
0 GPD
See I 5A CAC 02'1 01 14,022,Actidelti iiiitd1(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 G,S. 42A-44,
Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table ;15"..AN(LAc 0?J-1QU .11 sh.all
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
iVC
'Wastewater generated by project: 44/4;c5 GPD (per I 5A NC.AC OA- .0114)
Do not include future flows or previously perrnitted allocations
If permitted 'flow is zero, indicate why:
Pump Station or Gravity Sewer where flow will be -permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit Number:
O Rehabilitation or replacement of existing sewer with no new flow expected.
0 Other (Explain):
FORM: ETA 04-16
Page 2 of 5

-;ra Tv
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 021
1. Summarize gravity sewer to be permitted:
Si- (inches) Length (feet)
Section 11 & Ill ofthe MDC for Permitting of Gravity Sewers contains information related to design criteria
• Section 1.11 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
Vilt PUMP STATION DESIGN CRITERIA (If .Applicable) " .0305 & (hi .
!Fore Minj:
COMPLETEFOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1, Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3, Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the purnp(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size(in .hes) Length (feet) Material
6, Power reliability in accordance with 15,,ANCAC()2"0105(b)a):
0 Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0.305(100 )(B),
• Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day.
• Must be permanent to facility,
Or if the pump station has an average daily flow less than 15,000 gallons per day:
0 Portable power source with manual activation, quick -connection receptacle and telemetry - 1.5A NCAC 02T
.0305(h)(1)(C)
Or
[11 Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1-,XCI:
:).%,•' It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreem.ent)
and is compatible with the station.
• If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timefrarnes, shall be
provided in the case of a multiple station power outage.
FORM: FrA 04-15 Page 3 of 5

# •
4
IX. SETBACKS & SEPARATIONS— (026..0200 & I5.A NCAC 02T .0305(6):
1. Does the project comply with all separations found in J5A:NCAC9211LE0501
15A NCAC 02T.0305(D_contains minimum separations that shall be provided for se .
Setback Parameter* Separation Required
..orm sewers and other utilities. not listed below (vertical) 24 inches
a er rnains vertical -water over sewer including in benched trenches) 18 inches
rizontal) I 0 feet
Reclaimedwater lines (vertical - reclaimed over sewer) 18 inches
Reclaimed water lines (horizontal - reclaimed over sewer) 2 feet
**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 WS-V), B, SA, OR.W, HOW, or SB from normal
h water (or tide elevation) and wetlands (see itern.IX.2)
'*Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
An building foundatio.n
Anbasement
lope of embankment or cuts of 2 feet or more vertical height,
Drainagestems and interceptor drains
ols
nal rade (verticat)___
IlE1 Yes D No
JA NCI& (J2T4J3).iNg) contains alternatives where separations in 02 11.0305(i) cannot be achieved.
• **Stream classifications can be identified using the Division's NC Surface Water ClussjOexions webilavx
• If noncompliance with 021L(130s(J),or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) Eli Yes E No N/A.
'yes See the Division's draft separation requirements for situations where separation cannot be meet
:-#.4 No variance is required if the alternative design criteria specified is utilized in design and construction
• As built documents should reference the location of areas effected
3, Does the project comply with setbacks found in the river basin rules per 15A.,,IcAc:(gp92p0? El Yes El No N/A
• 'This would include Trout Buffered Streams per 15A_NCAf_2„1.3,0:2(12
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
Information can be obtained from the 401 & Buffer Pcrariittiug.Buuleli
Ej. Yes
5. Does project comply with wac joi (additional permits/certifications)? Yes El No
Per f5A NCAC 021,0 05,Loifij, directly 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.).
6, Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NC.1NC 0219401 "high -priority sewer" :means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
El Yes No DNA
• if yes, include an attachment. with details for each line, including type (aerial line, size, inaterial, and location),
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 041-16 Page 4 of 5

CERTIFICATIONS:
I, Does the submitted system comply with 1.5A NCAC 02T, the NI in im fiesitm Criteria for the Permitting al Purnp Stations
and Force iMain‘qitinest version), and the Gravity Sewer Minimum Desito Critethi (lates( version) as a.pplicable'?
Yes Ej No
if No, complete and submit the Variancel.Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the request is required prior to submittal of .the Fast Track Application and supporting
documents.
7,
Professional Engineer's Certi
essional Engineer's name from Application Item IIL. I .)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge, 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 143-215.6B, any person who knowingly makes any false
statement, representation., or certification in any application package shall be guilty of a Class 2 .misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
, \ACA
North Carolina Professional Engineer's seal, signature, and date:
fl
/VG I
3, Applicant's Certification per I5A NCAC 02T .0106(b):
1, _ax_y5T-4 AANActek attest that this application for
(Signature Aifilioriry's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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. 1 understand that any discharge of wastewater front this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, ancUor 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 he returned to
me as incomplete.
NOTE — In accordance with General Statutes 143,-2.15.6A and 113:215,613, 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,
Signature:
Date:
FORM: VITA 04-16 Page 5 of 5

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State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Trackingi,Acceptance for Sewer Extension Applications
(FrsE 04-16)
Entity Requesting Allocation: Union County
Project Name for Which flow is being requested: Ardmore at Price (Public)
More than one FTSE may he requfred r o project Or the owner of the (174177) is not responsible fOr ail jump
stations along the route qf the co-oposed vvastewater flow,
I. Complete this section onlyi 1youare the owner of the wastewater treatment plant,
a. WWTP Facility Name: Twelve Mile Creek WWTP
b. ww-FP 'Facility Permit #: NC0085359
Allflows are ifl MGD
c. WWII) facility's permitted. now 6.0 * Does not include
3N,IGD diversion to 6 Mile
d. Estimated obligated. flow not yet tributary to the WWTP 1.8630
c. Nkr\VT.1) facility's actual avg, flow
I, Total flow for this specific request
g. 'Total actual and obligated .flows to the .facility
h. Percent ofpermitted flow used
3.71
0,000
5,5730
92.8S
11. Complete this section for each pump stalk)
proposed wastewater flow.
Y 0 LI arc
responsible for along the route of this
1„.ist. pump stations located between the project conneer:..tpoint e 'W\NITT:
(A) (B) (( ) (I))-(B+C) (E)=-(A-U)
:Design Obligated,
Pump Average Daily .Approx„ Not Yet Total C u rr e n t
station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pi), Daily Flow, Daily Flow, Obligated Available
Number) MGT) M(i") tvIGD MC D Flow Capacity***
N/A
* The Firm. Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (p1) 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 <tL
.Downstream ,Facility Name Sewer): Twelve Mile Creek. WWII'
Downstream Permit Number: N/A.
Page 1 of 6
VISE 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.
61..:1-A2 1A511,3-
Sig al Signature Date
Page 2 of 6
FTSE 04-16

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed 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 FIow (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 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 1 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

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

1tNEERING, PA
Building Code Enforcement
500 N Main Street Room 47
Monroe, NC 28112
704-296.421 0
3859 Battleground Ave, Suite 300 Phone: [phone]
Greensboro, NC 27410
RE: Ardmore at Price
Union County Submission
Public Sewer Permit
Cover Letter
tshaw@ha,gen-engrcom
January g, 2018
TF The purpose of this cover letter is to outline the contents of this Public Sewer Permit
application package as well as to provide of a summary of the project to which is pertains, This
Ardmore at Price development is a 245 unit multifamily complex which will require an estimated
peak flow of 40,475 GPD for utility consumption. The project will be comprised of both private
and public sewer, both of which will be gravity sewer, In terms of public sewer, this project will
be comprised of 453 LF of 8" PVC and 125 LF of 8" DIP. Within this submittal package you will
find the following items:
1) $480 check for the Public Sewer Permit
2) One completed DWR Fast Track Sewer System Extension application
3) One 8.5" x 11" USGS Topo Map
4)One street level map (aerial)
5) How Tracking Form
Thank you,
Tim Shaw, EIT
Hagen Engineering, PA
434-566-8037

• Union County
Union County Public Works
500 North Main Street
Suite 400
Monroe, NC 28112
T. 704-296-42 1 Q
www.unloncountync.gov
Transmittal
To:
Attention:,
NC Department of Environmental Quality
Division of Water Resources - Mooresville Regional Office
610 East Center Avenue
Mooresville„ N.C. 26115
Regarding: Sanitary Sewer to serve Ardmore al Price (Public)
We are sending you:
Copies
Copy of letter
Plans
Date; February 2, 2018
Prints
Shop Drawings
Date No, Description
11918
1/25'18
1125f18
These are transmitted an
For approval
Remarks:
Signed:
Receives by:
Cover Letter
Fast Track Application
Copy of Fast Track Application
USGS lop° Map
Street Level Map
jHow Tray king Forni
156 480,01 Check (Application Fee)
ecked below:
For your
rise
Other
As requested l`: i For review and comment
Peter W. Brown
Date:

Central Files: APS SWP
2/9/2018
Permit Number WQ0039793 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
ori.tuvia
Coastal SWRuie
Permitted Flow
0
Facility
Version
A
Permit Classification
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Ardmore at Price Minor Mooresville
Location Address County
Union
Facility Contact Affiliation
Owner
Owner Name
Union County
Dates/Events
Owner Type
Government - County
Owner Affiliation
Cindy Coto
500 N Main St
Monroe
NC 28112
Orig Issue App Received
2/12/2018 2/7/2018
Draft Initiated
Scheduled
Issuance Public Notice Issue Effective
2/12/2018 2/12/2018
Regulated Activities Requested /Received Events
Apartment complex
Condominium
Wastewater collection
Outfall
Expiration
Additional information requested 218/18
Additional information received 2/9/18
Waterbody Name
Streamlndex Number Current Class Subbasin