WQ0039604_Regional Office Historical File Pre 2018

Water Resources
ENVIRONMENTAL QUALITY
February 2, 2018
Crystal Panico, New Development Program Manager
Union County Public Works
500 N. Main Street, Suite 400
Monroe, NC 28112
Dear Ms. Panico:
RDY COOPER
Governor
3 .J
MICHAEL S. REGAN
Secretory
LINDA CULPEPPER
Interim Director
Subject: Permit No. WQ0039604
Union County Public Works
Addington Crossing
Wastewater Collection System Extension Permit
Union County
In accordance with your application received November 3, 2017 and additional information received
February 1, 2018, we are forwarding herewith Permit No. WQ0039604 dated February 2, 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rescinded and shall be subject to the conditions and limitations as specified therein.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 Ietter 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 I.2: In Accordance with the Revised Residential Flow Reduction Approval, dated January 26,
2018, for permitting purposes, allocations may be permitted utilizing a flow of 285 GPD
per lot. The number of total bedrooms shall be stated in the permit, 156 bedrooms (52*3
bedrooms), based on the indicated average of 3-bedrooms per lot, and a modification to the
permit shall be completed prior to construction for additional bedrooms above the specified
total. The number of bedrooms installed shall be tracked by Union County Public Works.
The current total of bedrooms installed shall be submitted with each engineering
certification (partial or final) and with any permit modification application packages.
Condition II.1: This permit shall not be automatically transferable; a request must be made and approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute §143-215.6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
State of North Carolina I Environmental Quality 1 Water Resources 1 Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115
704 663 1699

if any parts, requirements, or lirrriunions contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon 1,vritten request vithin 30 days hollowing receipt of this permit. This
request must be in the form of a written petition, confirming to Chapter 1 SOB 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 additii, na
via e-mail at ori.ti
n concerning this matter, please contact Ori uvia at (704) 23 -219C
by W. Core Basinger, Regional. Supervisrai
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: Robert Cash (l .E.) (E-copy)
Mooresville Regional Office Files
Water Resources Central Files
PERCS (E-copy)
Page 2 of

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 9,638 linear feet of 8-inch gravity sewer to
serve Addington Crossing Development, and the discharge of 14,820 gallons per day of collected
wastewater into the Union County Public Works existing sewerage system; pursuant to the
application received November 3, 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: WQ0039604
Permit Issued: February 2, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT C
VEIL SHEET
Union County Public Forks i hereby authorized to:
and then operate upon certiticatj2n the aforementioned wastewater collection extension.
nd wastewater collected by thus s
Wastewater Treatment Facility in accordance with Permit Number NC0085359.
shall be treated in the Twelve Mile Creek Regional
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 Mi.nirnum Design Criteria adopted February 12,. 1996, as
applicable; and the Division's Minimum. Design Criteria for the Fast -Track Permitting of Pump State
and Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Div
approval is based on acceptance of the certification provided by a North. Carolina -licensed Professional
Engineer in the application, ft shall be the Perrnittee's responsibility to ensure that the as -constructed
prc cct meets the appropriate design criteria and rules.
Construe "in. and operation. is contingent upon compliance rv^ith the Standard Conditions and a.ny
Conditions identified below.
SPECIAL CONDITIONS
) No flow in excess of the quantity permitted herein, 14,280 GPD, shall he made tributary to
ie subject sewer system until an application for permit modification for an increase in flow
as been submitted to and approved by the Division. [15.A NCAC 02T.0304 (b)]
2) fn Accordance with the Revised Residential Flow Reduction Approval, dated January 26,
201.8., for permitting pw-poses, allocations ay be permitted utilizing a flowo-f 285GPD per
The number sftotal bedrooms shall be stated in the permit, 156 bedrooms. j52*3
edit catn , based on the indicated averager.> 3-bedrooms per lot, and a modification to the
permit shall be completed prior to c.gn.struction for additional bedro©rnsaboye the specified
'he number of bedrooms installed shall be tracked by Union County, Public Works.. The,
total of bedrooms installed shall be subi 4 , th each erigrn. ring, erUf cation
final) and with ant permit nlogfitt •attr r tlpT ie tictr pack
STANDARD CONDITIONS
This permit is nr transferable. In the event there is a desire f`t'rr the wastewater coHectioot facilities
to change ownership, or there is a name change of the Permit:tee, a formal pennit 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)1
Phis permit shall become voidable unless the wastewater cetlleatme n. facilities are constricted in
accordance with the conditions of this permit; 1.5A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1.996, as applicable; the Division's Minimum Design
Criteria for the Fast crack Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting materials unless specifically mentioned herein. [1 5A NCAC
02T.01. 101
Page 4 of 8

3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .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 clay (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.IC.
h. A Grease Control Program is in place as follows:
I. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
J.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
Page 5 of 8

5. 1 he Permittee 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 and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible., but this shall not be considered as the initial
verbal report. Overflows and .spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone],
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part t of Eonn 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 th.e SSO was beyond control. [G.S. 143-
215.1,C(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 NC,,AC 02T.0:108(b)1
Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shallbe submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the forni is
My executed and the supporting documents are provided as applieable. Any wastewater flow made
.tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Perrnittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
.Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's. Register of Deeds office shall be submitted
with the certification.
A complete, certification is one where the firm 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 5 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. [15ANCAC 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.
[ISA 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 #: WQ0039604
PROJECT: ADDINGTON CROSSING
ISSUE DATE: FEBRUARY 2, 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. Itshould be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Sect:ion at the
address noted in the page looter.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions, The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete, set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTECS CERTIFICATION
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee„ and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name, Tt1e Signature Date
ENGINEER'S CERTIFICATION
as a dul> registered Professional Entineer in the State of North Carolina,
having been authorized to observe ( periodically, ri vsieckly, F1 full time) the constniction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as.
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1., 2000, as a.pplicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
T Final Li Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC [MR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Pinnnc, i7nen A.A-1WVZ) PAX, 7041-631-6040

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15 i1 NCAC 021 .0300— EAST TRACK SEWER SYS ITM EXTENSION ,APPLICATION
ETA 04-16 & SEPPORTING DOCE MEAT NTION
'1 Nan
'e' 144'Q a
All items must he completed or the a pplica
1.,OPIJCANF INFORMATION
tre completed Hy DWR)
:I. Applicant's name': %,York.s (company, municipality. 11(:)A, utility, et.'
2, Applicant type: Individual [] Corporal ion 1)artnership n Privtitely-Owned Public, Utility
E] Federal Z State/Count), Municipal Other
3, Signature authority's nartio tsvMjiL(), j'anie,22_12: per I5A. NCAC OZT .0loo(b)
N.c',AY!)0.'..c.jt,V111.4.,P,L..ctgl.411„1„.Nt114.gc1.
4. ApplicanCs mailing address: 500 N, Main Street,. Suite 400
City: Monscie, Stine: ,Njc, Zip. 2.81 I 2-
5.. Applicant's contact informatMir
Phone number: (704) 226-4,2,2j9 Email Address: 'cly.,,galptintcp@tioippcourityrie.00y
II. PROJECI INFORMATION:
Project name: Addimiton Crossito
2, Application/Project. status: Z Proposed (New Permit)
Eli Existing PermitTroject
If a modification. provid.e the existint,J, permit number: Vs/Q00 and issued date.'
If new construction but part of a master plan, provide the existing permit number: WOOO______
3.. County where project is located: L.ntion
4. Approximate Cl'oordinates (Decimal Degrees): loat nude:
5. Parcel ID (ifapplictoble): 06021007
(or Parcel ID to closest downstreaM sewer)
111. (TONSULTANT INFoRmAlvm:
Professional Engineer: Robert. Lo t.:ash License \.n be 0334,48
Firm: cardao,
address: 9800,5911wtaRin $14.4C11„
City: Charlotte State: NC Zip: 28273-
Phone number: (980) 4224w11,
I„cmgittide:
Email ,Address" r91)cn..,.citth(41c4t.dne
wAsTEvs A IF TRE VI MENI 1 U 11 1fl (WV - FE) IN FORMAI ION:
I, Facility Name, Tv.clve Mi lc Creek WW-FP Permit Numbe'1 00X
Owner Name: L, n ion County
1', RECEIVING DOWNS'FREA Ni SEWER INFORMATION (if different than WAVTE):
Permit NumberAlOO I 9 28 Dokmstream (Receiving) Sewer Size: 24 inch
System Wide Collection System Perm,li Nurnher(s} actslicableE \VQCS
Owner Name(s) L'n ion Co UtilV
1ORM : FLA 04-16 Page 1 of 5

GENERAL REQUIREMENTS
I 'If the ,A pplicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Peccs1y been - t a :,ed?
El Yes .D.No
2. If thti A ppticant is a Developer of lots, to be sold, has a Developer's Operational Agreement (FORM: DEVI been attached?
Ej Yes DNo NtilA
If the Applicant is a Home/Propertv Owners" Association, has an Operational Agreement (FORM; HOAt been attached?
El Yes LINo
4. Origin of wastewater: (check all that apply):
Residential Owned
El Residential Leased
E school / preschool / day care
El Food and drink facilities
F1 Businesses / offices factories
[ Retail (stores, centers, malls)
E Retail With food preparation/service
\lcdical dental veterinaty facilities
El Church
L Nursing Home
5. Nature of wastewater 100114 Domestic/Commercial °I, Coalmen:ill
`;`,) Industrial {See 15A NCAC 02T ,0103(20))
Ell Car Wash
Hotel andior Motels
Swimming Pool /(lubhouse
Swimming Pool/Filter Backwash
Other (Explain in Attachment)
)- Is there a P•retreatmem, Program in effect? n 'Yes El No
6. Has a flow reduction been approved under I5A NCAC 021 J:1114(ff.)
f yes, proyide a copy of flow reduction approval letter
7. Summarize Nvastewaier generated by project;
Establishment Type (see 021`,C114(1)
Residential
Daily Design Flow
285 galllot
(Jail
/CS N1 No
gal,
Ltal
gal/
No. oft nits HOW
52
14,820 GP[)
GPD
Cil)1)
GP D
GE')
(JPD
Total 14.820 GPI-)
a See 15A NCAC 021 .011.4(b), (d), (e)(1 ) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum. flow per
dwelling-, proposed unknown non-residential development tisest public, access facilities located near high public use areas;
and residential property located south or east ofthe Atlantic Intracoastal Water‘va.y to be used as vacation rentals as defined
in G.S. 42A-4).
b Per I 5A NCAC 021 ,0114(e), design. flow rates for establishments not identified [in table 15A NCAC 02T,01.14] steal
determined using available flow data. Water using fixtures, ,oceupaney Or 0 per ation patterns, and other measured data,
8. Wastewater generated b' project: i420 (1PI) (pci iSA NCAC 02T .0114)
'Do not include future flows or previously perinitftd allocations
11 permitted flow is zero, indicate why:
IIJ Pump Station or Gravity Sewer where flow will he permitted in subsequent permits that connect to this line
11 Flow has already been allocated in Permit Number:
Ej Rehabilitation ot; replacement of existing sewer v th no new flow expected
LI Other (1?,xplain.):
FORM: FIA. 04- I 6
Page 2 .of

r. CRA.VITN' SEWER DESIGN CRITERIA,
1. Summarize gravity sewer to be permitted:
Size (inches)
pplicable) - 02T .0305 & MDC (Gravity Sewers):
Length (feet) Material
8 8.493
PVC
DIP
Section 11 & 111 oldie MDC for Permitting, of Gravity Sewers contains information related to design criteria
Section 111 contains information related to minirnum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIIL PUMP STATION DESIGN CRITERLA, (If Applicable) 02T .0305 & ,MDC (Pumn Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
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 (TDB)
Summarize the force main to be perirnitted (for this Pump Station):
Size (inches) I Length (feet) Material
9KOLYMeSne.
6, Power reliability in accordance with 1 \ NCAC 02T ,03051111(1):
Ej Standby power source or pump with automatic, activation and telemetry - 15A NC AC 021 :0305(1)(1
Required for all pump stations with an average daily flu greater than or equal to 15,000 gallons per day
Must be .permanent to facility
Or if the pump station has an average daily flow less than 15..000 gallons per day:
El Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC orr
.03 o5000)tC)
or
LI Portable pumping, unit with plugged emergency pump connection and telemetry - 1,5A NCAC 02T .0305(h)(1)(C):
7i-r• 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,
Ifthe 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 timeti-ames, shall he provided
in the case of a multiple station power outage.
1ORM: ETA 04-16 Page 3 of 5

V11TBACKS & SEPARA°f 1ONS — (0213 .t1200 & 1.5A NCAC 02T .0305(f))t
1. .Does the project comply with all separations found in 15A NCAC 02T
y 15A NCAC 02T.0305(f) e cantarraa anininttazn separations that shall be p ovid
Storm sewers and
ar naai
W its vertical-wa
Water mains (laori7ontal)
Reclaimed water° Braes (v
Reclaimed water Braes (lt
__-_..---•Setback Pa
sted be1o14
ertical)
ita benched trenc
reclaitn.ed over sewer)
reclaimed over sewer
*Any private or public; water supply source, including any w
Class 11 im ounded reservoirs used as a source ot'drinking water
**Waters classified WS (except WS-1 or \k S-V). F3, SA ORW, HOW, or SB from noaTnal
high w ater (or tide elevation) and wetlands (see item IX.2)
*Any other stream, lake, 'irnpoundnaent, or ground water lowering. and surface dram
ditches
1 waters of Class I or
Any/ b foundation
Any basement
Top_.slope,ofembankrnent
Drainage systems and intercept(
Arty swFrartrraant
Final earth grade (v;
15A NCAC 021`.0'
**Stream cla.ssilicat
If noncompliance wi
ertical heieh
drains.
Sep ration Recquired.
24 inches
s
10 feet
8 inches
2 feet
00 feet
0 feet
10feet
5 feet
10 feet
10 feet
5 feet
10 feet
6 inches
taints alternatives where separations in )2 l .f) 05(t) cannot be achieved.
n be identikted using the Division's NC Surat( W`a r ClassiEica•tiotrs s ebpa.ge
0205O or ( ), see Section X of this application
Does the project ;compseparation requirements for wetlands? (50 feet of separation) Yes
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specitied is utilized in design and construct
As built documents should reference the location of areas effected
Does the project ct taaply with setbacks found in the river basin rules per (5 )..
Y This would include ruler Buffered Streams per 15A NCAC 213 02d
4. Does the project require cover'authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
Information can he obtained from the 40"I & Butter Permitting Branch
Does project comply with 15+'1NC^14 (J,>>"1" OI05(,c)(6) (additional pen
ion
N/A.
El Yes Q No E1 N,A
Yes fl No
Yes ©No
Per 15A mN(AC 02ul 0l05(c;}(,6i,.), directly related en irontnental permits or certiticattott applications are being prepared, have
been applied for, or have been obtained, Issuance of this permit is contingent on i.ssu.ance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6i. Does this project include any sewer collection lines that are deemed `'high priori
Per 15A. NCAt. 02 04402. "high -priority sewer" means "any aerial sewer, sewer contactin<g surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
© Yes ® No ©N/A
If yes, include an attae:hment with details for each line, includint, type (aerial Zane, size, material, and location).
}ligh priority lines shall he inspected by the permittee or its representatn
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individua
-e every simonths and inspections
de +Collection permit.
FORM: FTA 04-16
4 of 5

CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T the Mintrt tt rl t rgn Criteria Ior,
hind Force Mains ilatest version), and the (at'why ,..Sewer Mmi tum Desi w dte-rits(.atest ver
Yes ;[1] No
If No, complete and submit they"ariancer' 1terncativc Design. Request applicttiort t VA.1:)C 10-14) and supporting documen
review, Approval of the rcqu
Professional Fnttineer's Certification:
sionalf l ngirfeor s mitre from Application Item I
o submittal of the Fast Track .A
truing or.[
applicable`
nd snrtirortirt docum
attest that this antslicatlon for
has been reviewed by me and is accurate, complete and ccrttsistcnt with the information supplied in the plans, speciheations,
engineering calculations, and all other supporting documentation to the he of my knowledge. 1 further attest that to the best
of imy knowledge the proposed design has been prepared in accordance rvitlt the applicable regulations, Gravit ' Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minirnatar Design Criteria for the Fast -Track Pernaitti
of Pump Stations and Force Mains (Latest version). Although other professionals Wray have developed certain portions o
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this nrater°
have judged it to be consistent with the proposed design.
NOTE -- In accordance with General Statutes 143-215.6A and 14v1-215,6B, any person who kno ingly makes any t'alse
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemea.nor, which may
include a fine not to exceed S10,0,00, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Cert'itication per 15A NCAC 02T .010talba
, CjZYsrAt p "tax cat
nature Auth
'. A fiNAtLof
raatxte bile from Applicati
his application for
Iran been reviewed by me and is accurate and con best of my knowledge, 1 understand that tf 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 from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
ittjtinctise relief, andlor criminal prosecution. 1 will make no claim against the Division of Water Resources should a condition
crftlris 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.
NOTE ... In accordance with General "Statutes 14 l "'.,r an d 1247-%I_ [I, any person w°ho knowin4gly makes an false
statement, representation, or certification in any application package shall he guilty of a Class 2 rnisdemeanor, which may
include a fine not to exceed S10,000 as wFell as civil penalties up to $25,000 per violation.
FORM F'"I°A 04-16
Page 5 of 5

D1vislori of Water Resou€c.es
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: ' Union County
Project Name for which flow is being requested: Addington Crossing
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant,
a. WWTP Facility Name: Twelve Mile Creek WWTP
b. WWTP Facility Permit #: NC0085359
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e, WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
6.0 * Does not include
3MGD diversion to 6 Mile
1.6958
3.82
0.0148
5.5306
92.18
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
Pump
Station
(Name or
Number)
N/A
Firm
Capacity, *
MGD
(A)
Design
Average Daily
Flow**
(Firm / pt),
MGD
Approx.
Current Avg,
Daily Flow,
MGD
(B) (C)
Obligated,
Not Yet
Tributary
Daily Flow,
MGD
(D)=(B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated Available
Flow Capacity***
* 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 (pf) 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 < 0.
Downstream Facility Name (Sewer): Twelve Mile Creek WWTP
Downstream Permit Number: WQ0019128
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Crystal O. Pani.co ______ cetify to the best of my knowledge that the addition of
the volume of wastewater 10 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 i„triplementation 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.
Page 2 of 6
FTSE 04-16

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"SMORLLY44
110O4$1,11
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odQisn:
1111111V011,01019r

October 17, 2017
Union County Public Works
500 N, Main Street, Suite 400
Monroe, NC 28112
RE; Addington Crossing
The Village of Wesley Chapel, NC
CalAtlantic Group lnc,
Subject: Addington Crossing Subdivision Fast Track. Application Cover Sheet
Dear UCPW,
Canino
them Pine, WI
h25273
USA
Phone [phone]
Fax [phone]
www.Cardno.com
This document is written to provide information describing the build -out design of the sanitary sewer
system for the Addington Crossing project,
The final build -out design will consist of 9,638 linear feet of 8" sanitary sewer gravity main including 40
manholes..A total of 52 sanitary sewer laterals to serve single family lots will be installed.
Robert Cash, PE
Practice Group Leader
Cardno Inc.

Union County
42
Union County Public Works
500 North Main Street
Su%te 400
Monroe, NC 28112
T. 704-296-4210
www.unioncountync.gov
Transmittal
To: NC Department at Environmental Quality
Div Water Resources - Mooresville Regional Office
610 East Center Avenue
MocresviR4e, N,C, 28115
Attention:
Regarding Sancta• Sewer to serve Addington Crossing
We are sending you:
Copies
Copy of letter
Plans
Date No
10117/17 Cover Letter
Dater. October 31, 2017
Prints
Lr Shop Drawings
Description
10/27/17 I Fast Track Application
10127/1 7 Copy of Fast Track Application
USGS Topo Map
Street Level Map
10/27/17
10/19/17
Flow Trackinp Form
"067854 $480.00 Check (Application Fee)
These are transmitted and checked below:
Forapproval
Remarks:
Signed:
Received by:
For your
use
As requested
Peter W. Brown
Date:
For revie ar d con
Other
lent

si
Permit Number WQ0039604
Central Files: APS — SWP
2/2/2018
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
ori.tuvia
Coastal SWRuIe
Permitted Flow
14,820
Facility
i
Status
Active
Project Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Addington Crossing
Location Address
Owner
Major/Minor
Minor
Facility Contact Affiliation
Region
Mooresville
County
Union
Owner Name
Union County
Dates/Events
Owner Type
Govemment - County
Owner Affiliation
Cindy Coto
500 N Main St
Monroe
NC 28112
Orig Issue
2/2/2018
App Received
11 /312017
Regulated Activities
Draft Initiated
Scheduled
Issuance
Subdivision
Wastewater collection
Outfall
Public Notice Issue
2/2/2018
Requested !Received Events
Effective
2/2/2018
Expiration
Additional information requested
Additional information received
1117117
2/1/18
Waterbody Name Streamlndex Number Current Class Subbasin

FAST TRACK SEWER ENGINEER G CERTIFICATION
PERM1TTEE: UNION (X/LINTY PUBLIC WORKS
PERMIT WQ0039604
PROJECT: ADDINGTON CROSSING
ISSUE DATE: FEHRI„IARY 2, 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 footeL
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 Pennine() to
appropriate enforcement actions. 'Ihe 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.
PyRiNtITTEEIS CERTIIICAIJON
the undersigned agent for the Permittee,hereby state that this project has been constructedpursuant 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
a e erri. system permitted herein options thereof'.
Priritcd Nan
ENGINEER'S CERTIFICATION
Ittor .C45 , as a duly registered Professional En eer in the State of North Carolina,
having been authorized to observe periodically, LI weekly, j full time) the construction. of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; I5A NC.A.0 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 Putnp Stations and
Force Niains adopted June 1, 2000, as applicable; and other supporting materials.
North C',:arolina Professional Engineer's Seal N,v/signatute & date;
• Final Partial (include description)
LOTS .1-30 ; MH 33-MI11; MH2
M12 MISI3 MIT3-NIA ,
MIN -MH3SS, WEIS-NUT
I14 -IVITT12; .7-4114.7- NM 4T,
MU sM118; NTIFS;S NiSi 13
Certificathin Camments/Qi Attie 'a tt ach 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]

FAST TRACK SEWER ENGINEERING CE'RTI)ATItN
PERMITTEE: UNION COUNTY PUBLIC WORKS
PERMIT #: WQ0039604
PROJECT: ADDINGTON CROSSING
ISSUE DATE: FEI3RUARY 2, 2018
WQROS
REGIoNAL CIF Ir"E
This project shall not be considered complete rrnr 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 eollection system extension prior to eompleti n
of this Certification shall be considered a violation eaf 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 Divisiotn. A Final Certification shall be a complete setof
record drawings and design c lculations regardless of whether partials have been submitted.
PERM.ITI'ER'S CE TIFICATIO
I, the undersigned agent for tlaePennittee, 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 Pennittee is prepared to operate & maintain the
collection systemmperrn itted hereiiottion
Printed Nam Title
ENGINEER'S CERTIFICATION
I, et- as a duty registered Professional En ineer in the State of North Carolina,
having been author to obaerve (El periodically, ED weekly, full time) the construction of the
project name and ration as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial 'compliance of this permit; ISA NCAC 02T; the Division of
Water Resources'(Division) Gravity Sewer Minimum Design Criteria adopted Febnrary 12, 1996,.as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June l , 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal wlsignature & date:
1, Fltral [ .Partial (inelude description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality R
lvlooresvllle Regional Mice
Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] FAX [phone]