WQ0038721_Regional Office Historical File Pre 2018

Ott
EN
Resources
ENTAL QUALITY
October 12, 2016
Crystal Panico, New Development Program Manager
Union County Public Works
500 N. Main Street, Suite 400
Monroe, NC 28112
Dear Ms, Panico:
PAT MCCRORY
DONAf t3 R. VAN DER VAART
Secrelw:y
S. JAY ZIMMERMAN
onrclor
Subject: Permit No. WQ0038721 Modification
Union County Public Works
The Shoppes at Hanfield Village
Wastewater Collection System Extension Permit
Union County
In accordance with your application received October 3, 2016, we are forwarding herewith a Modification
to Permit No. WQ0038721 dated October 12, 2016, to Union County Public Works (Permittee) for the
construction and operation upon certification of the subject wastewater collection system extension. This
permit shall be effective from the date of issuance until rescinded, shall void Permit No. WQ0038721
issued September 19, 2016, 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.
The original permit was for 2,505 linear feet of 8-inch gravity sewer. This modification maintains that
same amount of sewer line. This modification increases the flow by 20,534 gallons per day(gpd) increasing
the amount from the original permit of 41,298 gpd to a total of 61,832 gpd.
Please pay particular attention to the following conditions contained within this permit:
Condition I1.1: This permit shall not be automatically transferable, a request must be made and
approved.
Condition I1.4: 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 1508 of North Carolina General
State of North Carolina P Envuontnental Quality y Water Resources 1 Water Quality Regional Operations
Mooresville Regional Office! 610 East Center Avenue, Suite 301 ( Mooresville, North Carolina 28115
704 663 1699

Statutes and filed with the Officc of Administrative Hearings, 8714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
Ifyou need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at ba rry. love @ncdenr,gov.
buVV.Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division ofWater Resources, NCDE{l
cc: John H. Ross, P.E. As -copy)
Regional Office Files
Water Resources Central Files
PERCS(e-copy)
~
Page 2 of 8

Environmental
Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT '
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other. applicable Laws, Rules, and Regulations, permission is hereby granted to
Union County Public Works
Union County
for the construction and operation of approximately 2,505 linear feet of 8-inch gravity sewer, to serve as
part of the The -Shopper at Hanfield Village project, and the discharge of 61,832 gallons per day of
collected commercial wastewater into the Union County Public Works existing sewerage system,. pursuant
to the application received October 3, 2016; 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 was originally issued on September 19, 2016 for 2,505 linear feet of 8-inch sewer and 41,298
gallons per day of flow. This modification maintains the same linear feet of sewer and adds 20,534 gpd
of flow for a total flow of 61,832 gpd.
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 Ba inger, Regiona Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number:
Permit Issued:
WQ0038721 Modification
October 12, 2016
Page 3 of 8

�UU����K ������ ��' ��������� ������� 4%U����
~°~*ov u.n�v�v^.n�" n�� "*~"�o�o"" v�n_,�w~o~ ~pn�u.o~v
Union County Public Works is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected bythis system shall betreated lmthe Twelve Mile Creek Wastewater
Treatment Plant in accordance with Permit Number NCO085359.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12' 1998, 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 Caro I ina-lice nsed Professional Engineer in
the application. It shall be the Permittee's responsibility to ensure that the as -constructed projectnneets
the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
1. SPECIAL CONDITIONS
I. Noflow inexcess nfthe quantity permitted herein, 61,832 gallons per day, shall bmmade tributary to
the subject sewer system until an application for permit modification for an increase in flow has been
submitted toand approved hythe Division. [15ANC4COIT.8]04(b)l
UU'STAMiDARD CONDITIONS
1. This permit is not transferable. In the event there is desire for the wastewater collection facilities
to change ownership, or there is a name change of the Pwnnhtme, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials asmay heappropriate, The approval ofthis request shall beconsidered onits
merits and may mrmay not beapproved. [15ANCACO2T.O1Q4,;G.S149'Z15.1(d3)l .
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance, with the conditions of this permit; 154 NCAC 3T; 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 NCACO2T.8110l
This permit shall beeffective only with respect tothe nature and volume ofwastes described hmthe
application and other supporting data. [15A NCAC 02T .01101
4. The wastewater collection facilities shall beproperly maintained and operated atall times. The
Pennittee shall maintain compliance with an ind|vidua|nyutnmn+w|de collection system permit for the
operation and maintenance of these facilities as required by 15A N[AC 2T .0403. If an individual
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 are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. •A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at 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,
following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part 11 of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C(a1)1
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
fled with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
One copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Page 6 of 8

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 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 may be
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:
PERMIT #:
PROJECT:
ISSUE DATE:
Union County Public Works
WQ0038721 Modification
The Shoppes at Hanfield Village
October 12, 2016
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMIT I LE'S CERTIFICATION
the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEERS CERTIFICATION
I, , as a dui registered Professional Engineer in the State of North Carolina,.
having been authorized to observe (periodically, 0 weekly, full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
E Final Partial (include description
Certification Comments/
ch if necessary):
State of North Carolina Environmental Quality Water Resources { Water Quality Regional Operations
Mooresville Regional €ice 619 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115
704 663 1699

n of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NC` AC'' 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 0446 & SUPPORTING DOCUMENTATION
Application Number:
All items must. be completed or the application will be return€+I
APPLICANT INFORMA"I`ION:
I. Applicant's name: Union Coun y
2. Applicant type:Individual
0 Federal
P
mpany, raittnicipttiity, HOA, utility, etc.)
Corporation Q General Partnership
Nla State/County 0 Municipal
3. Signature authority's name: CrystalO. PanicozP,,E. per 15 1 NC AC �1, 2T 01Q(k1fl
Title: New Development Program Manager
4. Applicant's mailing address: 500 IV;. Main Street, Suitt'. 400
City: Monroe State: NC Zip: 2.81 12 ,
5 Applicant's contact n:
Phone nurnber: [phone] Email Address: ct ystahpanico@atntYn ,g€�
II. PROJECT INFORMATION:
1. Project name: The Shoppesat H.anfi,eld Village
2. Application/Project status:
by DWR)
Privately -Owned Public Utility
)they
d 3 O.. .. $ .i„ 9 OFF E E
© Proposed (New PermiExisting Permit
If a modification, provide the existing permit number: WQ0038721 and issued date: ,Sept...... 2016
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Union
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.0475° Longitude:--80.642 "
5, Parcel ID (if applicable): 07072008, 0707201 1, 0707201 1 A, 07072010 (� 15 070720C.6 070720I7, 0707201.8
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
I. Professional Engineer: John H. Ross,P,E, License Number: 14959
Firm: Eagle Engineerirti Inc.
Mailing address: 2013-A Van :Buren Ave
City: Indain Trail State: NC Zip: 28079
Phone number; [phone] Entail Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWII) INFORMATION:
1. Facility Name: Twelve Mile Permit Number: NCC0085359
Owner Name: Union County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (ifdifferent than WWTF):
I , Permit Number(s): WQ0029Q43 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Numher(s) (if applicable): WQCS
Owner Name(s): Union County
FT R. FTA 04-16
Page I of 5

ENERAL REQUIREMENTS
1. If'the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached"?
Q Yes E
If the Applicant is a. Developer of ➢t)ts tc) be scr➢d, has a Devi'
c Applicant is a Hirrn /Prol�c
4. Origin of wastewate r: (check all that apply):
0 Residential C}wncd Retai
0 Residential Leased Retail with
® School / preschool / day care 0 Medical / den
Food and drink facilities 0 Church
© Businesses / offices / factories LJ Nursing Horne
N/A.
0 Yes No N/A
an Operational Ar1re'me
0 Yes No N/A
Nature of was
Has a fl
l" yes, provide a copy of flow reduction approval letter
0 Domestic/Contn
Industrial (See 1
Is there
(Ft)RM_DFl r been attached?
FORM: lO)AJ been attached"?
s. malls) © Car Wash.
preparation/service © Hotel and/or Motels
veterinary facilities o Swimming Pool /Clubhouse
intorrin.g'Pool/Filter Backwash
plain in Attachment.)
:rcial 100 % Commercial
NCAC 02T .01.03L2O))
Pretreatment Program in cffcet"?
reduction been approved under 15A NCAC 02
7. Summari,c wastewater generated by project:
Establishment Type (see 02T.O.l 14(1'))
Retail
Restaurant
4 )!
Yes ''lam No
No
Daily Design Flow
100gal/100 ;si
40 gal/seat
gal/
gal/
gad/
No.
gal/
Flow
)t) GPD
21.334 GPD
Total
Sce ➢ A_ NC
AC E)�T .O]1T, �tl?), (d ). (,j1➢) �;ndj ),L2J for caveats to wastewater design floe, rates
2
awe➢ling; proposed unknown non-residential development uses; public access facilities locate
areas; and residential property located south or cast of the Atlantic
as defined in G.,S;, 42A.-4).
coastal Waterway to be u
GPD
GPD
GPD
GPD
20,534 GPD
flow per
near high public also.
ed as vacation renulls
h Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC,_ ( l t:)➢T41 skirt
he determined. using available Clow data, water using fixtures, occupancy or operation patterns, and other measured data,
astcwttter generated by project: 20,534 GPD (per 15A NCAC 02T .0114)
v Do not include future flows or previously permitted allocations
Iff permitted flow is "zero, indicate why:
Pump Station or Gravity Sewer where flow will he permitted in subseiluent permits that connect to this line
© Flow has already been allocated in Permit Number:
Rehabilitation or replacement of existing sewer with no new flow expected
0 Other (Explain):
FORM' FTA 04-1.6

GRAVITY SEVER I)R'SIGN CRITERIA (If Applicable) - 021'..0305 & MDC (Gravity Sewers:
1 . Summarize gravity sewer to be permitted:
Size (inches)
Length (feet) Material
• Section 1 & III of the MDC for Perini
).'• Section 1II contains informatio
Oversi.zing lines to meet mini
S
urn slopes for g
nm slope requirement is not al
ins information related to design cri
ity sewer(s)
lowed and a violation of the MDC
Vil . PUMP STATION DESIGN CRITERIA (If Applicable) — 02'T .0395 & MDC (Pump Stations/Force Mains)
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
Approximate Coordinates (Decirttal Degrees): Latitude. Longitude:
3. Design flow of the pump station;: millions gallons per day (firm capacity)
4. Operational points) of the pump(s): gal'Ion.s per minute at .__ feet total dynamic head (TD] i)
5. Summarize the force main to he permitted (for this Pump Station):
Size (inche
I.,ength (feet)
6. Power reliability in accordance with 15A NCAC 02T 0305(bLl_"):
© Standby power source or pump with autorrlatie activatio
Y Required for all pump stations with an average daily flo
Must be permanent to facility
Or if the pump station has an average daily flow less than. 15.000 gallons per day:
Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC
.0305(h)(1)(C)
or
Q Portable pumping unit with plugger
nd telemetry - I5A NCAC 02"I" ,0305(h)(1
D ):
equal to 15,000 gallons per day
pump connection and telen
etry 15A NCAC 02'1' ,
f)305(h)(I)(C):
• It shall be demonstrated to the Division that the portable source is owned or contracted by the applic
and is compatible with the station.
• If the portable power source or pump is dedicated to multiple pump stations, an evaluation of a
storage capacities and the rotation schedule of the portable power source or Pump, including travel
provided in the case of a multiple station power outage.
(draft agreement)
the pump stations`
imeframes, shall he
FORM. d " "A 04-16 Page 3

ETBACKS & SEPARATIONS — (0211 .0200 & :ISA NCAC 02T .0305(I)):
1. Does the project comply with all separations found in 15A NCAC 02'T .031511) 8c
1.5A NCAC 02T.0305(1) contains minimum sepraratton that shall he provided for sewer systems:
Setback Parameter* Separation Required
24 incl
18 inches
• including in benched trenches)
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class 1:1 impounded reservoirs used as a source of drinkin water
Waters classified WS (except WS-I or WS-V), 13, SA, ()RW, I-IQW, or S.B. from normal
igh water (or tide elevation) and wetlands (see item IX.2)
**Any other stream, lake, impoundment, or ground water laweri_n * and surface drain
ditches
Any building foundation
Any basement
Tooslopc of embankment or cuts of 2 feet or more ver
Drainage systems and interceltor drains
systems
Any swu»ming pools
Final earth grade
15A NC A( ()
**Stream elassi
noncompliance with
ical)
Does the pr
See the
No yarn
As built ii
contains alternatives where separations in 02m1�.()3d)()5 cannot be achieved.
n be identified using the Division's NC. Slat I._ice 4V<tta r 'latiyi tic atrol) as
CD_ i0rs),, see Section X of this application
nply with separation requirements for wetlands? (50 feet of separation)
ions draft separation requirements for situations where separation cannot. he mcct
required if the alternative design criteria specified is utilied in design and construction
Id reference the location of areas effected
Does the l roject era
I'his would ins
ply with all setbacks found in the river hasin rules pc r I5A NC AC 02130200?
de Trout Buffered Streams per 15A.N(AC__7,130_202
4. Does the project comply with an individual 404 Permit or any 401 Ccrhifca'tions'
Wetland -related permits shall he requested, obtained, and adhered to for projects that impact wetlands or s
Information c;.an be obtained from the .401 Sc. Buffer Permittinz Branch
Does project comply with. i.5A NCAC 021 ()105gc)(6) (additional per
cation
Yes
Yes 1 I No
No
Yes LJ No
Yes No
Yes 1 i No
Per I5A NCAC 02T0l O5tc)jt), 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 perm it.;+ (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 NCAC 0?1'.0402, '.h
ty sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to strea.mhanks that is subject to erosion that, undermines or deteriorates the sewer.
© Yes No
lfy°es, include an attachment with details for each line, including type (aerial line, size, tttaterial, and location).
High priority lines shall be inspected by the pernhitte+ or its represents
(east once every
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Col
-months and
ion permit.
F(: Rll: ETA 04-16
Page 4 of 5

CERTIFICATIONS:
I Does the submitted system comply with I 5A NCAC 02T, the Minimum Design Criteria for the Pormittincf_of Pump Stations
and Force Mainsitatest version) and the Gravity Sewer Minimutn Design Criteriailatest versiom) as applicable?
Yes No
If No, complete and submit the Variance/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*
Professional Engineer's. Certification:
L
attest that this application for
al Eng, leer's name from Application kcin 111 1 )
has been reviewed by me and is accurate, complete and consistent with the information supplied in he plans, specification.s,
engineering calculations, and all other supporting documentation to the best of my knowledge. 1 further attestthat to the hest
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version), Although other professionals may have developed certain
.portions of this submittal package, inclusion of these materials under my signature and seal signifies that l have reviewed this
material and have judged it to he 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,
North Carolina Professional Engineer's seal, signature, and date:
°
EAL
'17,1i/Ornii141\‘‘"
3..Applicants Certification per I5A NCAC 02T .0106(b):
YETAL 0, i_C,a NE Go Devec-or '&T Ifteil 424717 m.fnikitit attest that this application for
(Signature Authority 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 requiredsupporting 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, includc civil penalties,
injunctive relief, and/or criminal prosecution,. I will make no claim against .the Division of Water Resources should a.
condition of this permit he violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting .information and attachments are not included, this application package will he returned to
me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and )43:215.bB, 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 per violation.
Signature:
Date:
FORM: I-- I A 04-16
Page .5 of 5

2013 Van Buren Ave,, Suite A
Indian Trail, NC 28079
[phone]
www.eagle©nline.net
A PORTION OF USGS TOPOGRAPHIC MAP
SCALE: 1 "=500"
JOB NAME: THE SHOPPES AT HA?a+ ELO VILLAGE
CLIENT: ARISTA OEV
JOB NUMBER: 5086
ATION: WESLEY CHAPEL -STOUTS
INDIAN TRAIL, NC

Lrg WE
Division of Water Resources
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: Shoppes at Hanfield Village
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
All flows are in MGD
c. WWTP facility's permitted flow 6.0
d. Estimated obligated flow not yet tributary to the WWTP 1.6079
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
4.064
0.0205
5.6924
94.87
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:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm FIow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
SunValley 0.582 0.233 0.0265 0.1202 0.1467 0.0863
* 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: WQ0029043
Page 1 of 6
FTSE 04-16

III. Certification Statement:
T 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.
P(.44.4G 0 ' Sinn ial Signature Da e
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 < O.
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 1
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
interlocaI 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 requesttMGD: 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. = 0.515 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 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 0.800 0.320
Valley Road PS
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

r
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

The Shoppes at Hanfield Village
Project Narrative
The proposed project is a commercial shopping center with associated, utilities,
stormwater management facilities and landscaping. Proposed sanitary sewer extension
is designed to convey domestic sanitary sewer from proposed development to an
existing Union County Public Works 8" sanitary sewer main.
The purpose of this modification to the approved permit (WQ0038721 Dated 09-19-
2016) is to allocate flow for restaurant space rather than retail space in the shopping
center buildings.
No changes are proposed to the previously proposed sanitary sewer infrastructure.
How is calculated as follows:
Previously Permitted
Deli = 750 gpd
Bakery = 165 gpd
Meat/Seafood Market = 900 gpd
Grocery Store = 5850 gpd
Retail = 4,300 gpd
Restaurant = 29,333 gpd
Total Previously Proposed f iow 41,2gpd
Proposed Modification
Retail = -800 gpd
Restaurant = 21,334
Net Change in How = 20,534 gpd
Total Permitted Flaw Post Modification
Deli = 750 gpd
Bakery = 165 gpd
Meat/Seafood Market = 900 gpd
Grocery Store = 5850 gpd
Retail = 3,500 gpd
Restaurant = 50,667 gpd
Total Proposed How = 61$832 gpd

UNION COUNTY PUBLIC WORKS
500 N. Main Street, Suite 500
Monroe, NC 28112
704/296-4210
Fax [phone]
To: NC Department of Environment and Natural Resources
Mooresville Regional Office
610 East Center Avenue
Mooresville, N.C. 28115
Attention:
Regarding: Sanitary Se
We are sending you:
Copies
Date
9/29/16
TRANSMITTAL
Date: 9/29/16
er to serve The Shoppes at Hanfield Village (Modification)
L Copy of letter Plans EJ Prints 1 Shop Drawings
0 Other
No. Description
Cover Letter
Fast Track Application
Copy of Fast Track Application
Flow Tracking Form
Copy of Existing Permit
27200 $480.00 Check (Application Fee
These are transed as checked below:
For approval ] For your use 0 As requested
Remarks:
Signed:
Received by:
For review and comments
Date:

Central Files: APS ^ SWP
10/12/2016
Permit Number WQ0038721 Permit Tracking Slip
Program Category Status Protect Type
Non -discharge Active Major modification
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
61,832
Facility
Version Permit Classification
1.10 Individual
Permit Contact Affiliation
Facility Name
The Shoppes at Hanfield Village
Location Address
Owner
MajorlMinor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Name
Union County
Dates/Events
Owner Type
Government - County
Owner Affiliation
Cindy Coto
500 N Main St
Monroe
NC 28112
Orlg Issue
9/19/2016
App Received Draft Initiated
10/3/2016
Scheduled
Issuance Public Notice Issue Effective
10/12/2016 10/1212016
Regulated Activities Requested !Received Events
Restaurant
Retail
Wastewater collection
Outfall
Expiration
Additional information requested
Additional information received
Waterbody Name
Streamindex Number Current Class Subbasln

Water Resources
Environmental Quuli
October 3, 2017
Crystal O. Panico, New Development Program Manager
Union County Public Works
500 North Main Street, Suite 400
Monroe, NC 28112
SUBJECT: Final Engineering Certification Acknowledgement
Project: The Shoppes at Hanfield Village
Permit No. WQ0038721 Modification
Permittee: Union County Public Works
County: Union
Dear Ms. Panico:
ROY COOPER
rovernor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on September 29, 2017.
Enclosed is a certification page for your records. A full review of the certification materials may
or may not be conducted. It is assumed that receipt of this certification indicates compliance with.
all regulations, design criteria and the permit. However, if a full technical review is conducted,
you will be notified of any items of non-compliance.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded ,from
http://portal.nedergr.arg/web/w,q/swp/ps/cs/pnoq from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at (704) 2 35-2143.
Sincerely,
Barry Love
Environmental Specialist
cc: John Ross, P.E., (Eagle Engineering, 2013-A Van Buren Avenue, Indian. Trail, NC 28079)
Central Files
MR©
State of North Carol
Nothing compares' -. .
n
al ftrality Water Resources C Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 Mooresville, North Carolina 28115
704-663-1699

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Union County Public Works
PERMIT #: WQ0038721 Modification
PROTECT: The Shoppes at Hanfkekd Village
ISSUE DATE: October 12, 2016
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shalt be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERNIITTEE'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 ollection system permitted herein or pornoeof.
f\JLI., ,11CLibicr01i'
Printed Name, Title
a
u
ENGINEER'S CERTIE1CATIO
1, as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe (" seriodically, [IJ 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, 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials,
North Carolina Professional Engineer's Seal w/signature & date:
Final 0 Partial (include description)
Certification Co
State of North Cartasin
Mooresville Regionl
city l Water Resources 'Water
er Aucma.e, Sure ; Moores
704 663 1699