WQ0038721_Regional Office Historical File Pre 2018 (2)

Water Resources
ENVIRONMENTAL QUALITY.
September 19, 2016
Crystal Panico, New Development Program Manager
Union County Public Works
500 N. Main Street, Suite 400
Monroe, NC 28112
Dear Ms. Panico:
n
L'LP-AA-MC.CRORY
Governor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No. WQ0038721
Union County Public Works
The Shoppes at Hanfield Village
Wastewater Collection System Extension Permit
Union County
In accordance with your application received September 6, 2016, we are forwarding herewith Permit No.
WQ0038721 dated September 19, 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be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations
as specified therein. This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:.
Condition 11.1: This permit shallnot 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 27.0403 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 theform of a written petition, conforming to Chapter 150E of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
State of North Carolina I Environmental Quality I Water Resources 1 Water Quality Regional Operations
Mooresville Regional Office' 610 East Center Avenue, Suite 3011 Mooresville, North Carolina 28115
704 663 1699

If you need additional information concerning this matter, please contact Barry Love a
or via email at [e-mail]..
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: John H. Ross, P.E. (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
7
23 a-2143
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 serk as
part of the The Shoppes at Hanfield Village project, and the discharge of 41,298 gallons per day of
collected commercial wastewater into the Union County Public Works existing sewerage system,,pursuant
to the application received September 6, 2016, and in conformity with 15A NCAC 2T; the Division's Gravity
Sewer Minimum Design,Criteria adopted February 12,1996, as applicable; the bivision's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mainsadopted 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
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0038721 '
Permit Issued: September 19, 2016
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Union County Public Works is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Twelve Mile Creek Wastewater
Treatment Plant in accordance with. Permit. Number NC0085359..
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division approval
is based on acceptance of the certification provided by a North Carolina -licensed Professional Engineer in
the application.. It shall be the Permittee's responsibility to ensure that the as -constructed project meets
the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
1. SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 41,298 gallons per day, shall be made tributary to
the subject sewer system until an application for permit modification for an increase in flow has been
submitted to and approved by the Division, [15A NCAC 02T.0304(b)]
II < STANDARD CONDITIONS
This permit is not transferable. In the event there is a desire for the wastewater collection, facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-21.5.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 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 materials unless specifically mentioned herein. [15A NCAC 02T.0110]
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)]:
Paee4of8

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 (Le. 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 beprovided 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.
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 (1) of this Rule fora 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 orunknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage o,breakage, etc.;or
h. Any SSOand/or spill over 1,QOQgallons; or
c. Any SSI}and/or spill, regardless ofvolume, 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 (800) 858'0368 or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part | 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 orproposed tobutaken 10
ensure that the problem does not recur. Part |kofForm CS-SSO(or the most current Division approved
form) can also be completed to show that the S6Ovxas beyond control. [G.S. 143'215.lC(a1)l
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
tothe surface waters nfthe, State. [1SANCAC03TD1OQ(b)]
7. Upon completion ofconstruction and prior tooperation ofthese 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. Acmrnp|ete certification is one where the form in
fully executed and the supporting documents are provided asapplicable. 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 toaprivate entity with anOperational Agreement, then copy of the Articles
mfIncorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan &profile views of sewer lines & force
mains) nfthe wastewater collection system extension. Final record drawings should beclear on
the plans or on digital media ([U or CND disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffieo,
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 |ovv points in
force mains with a pump cycle, and downstream sewer capacity analysis. If portable power
source orpump isdedicated tomultiple stations, amevaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
dmeframes, shall beprovided.
c, Changes to the project that do not result |nnon-compliance with this permit, regulations, orthe
Minimum Design Ciitehashou|dbedeahvidentUiedontherecorddruwjngu nnthe certification
inthe space provided, orinwritten summary form.
Page Guf8

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; iSA 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 $EWER ENGINEERIN'i CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Union County Public Works
WQ0038721
The Shoppes at Hanfield Village
September 19, 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.
PEIIVIIiTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
ignature Date
ENGINEER'S CERTIFICATION
, as a dul registered Professional En ineer in the State of North Carolina,
having been authorized to observe (Lperi©dically, fl 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:
El Final n Partial (include description)
Certification Comments;
ualifiers
a
h if necessary):
State of North Carolina I Envies 2ttttentat ahty j Water Resources I Wafer Quality Regional Operations
Mooresville Regional Office( f+10 bast Center Avenue, Suite 301 Mooresville, North Carolina 281.15
'7r1A 1541 1400

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: ' id I
All item must be completed or the application will be returned
APPLICANT INFORMATION:
ornpletted by DWR)
R
WOROS
I. Applicant's name: Union County (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual [� Corporation 0 General Partnership © Privately -Owned Public Utility
❑ Federal State/County ® Municipal
Signature authority's name: Crystal. O. Panico, P.E. per 1.5A NCAC 02T r0I06(b'1
Title: New Development Program Manager
4. Applicant's mailing address: 500 N. Main Street, Suite 400
City: Monroe
State: NC Zip: 28112-
Applicant's contact information:
Phone number: (704) 29'6-4239 Email Address: cryst:al.panico@u,rtio ountync.gov
0 Other
PROJECT INFORMATION:
1. Project name: The Shoppes at Hanfield Village
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modi.tication, provide the existing permit number: WQ00 and issued date:
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:-80.6428c
5. Parcel ID (if applicable): 07072,008, 07072011, 0707201 I A, 07072010, 07072005, 07072006. 07072017, 07072018
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
1, Professional Engineer: John H. Ross, .P.E. License Number: 14959
Firm: Eagle Engineering, Inc.
Mailing address: 2013-A Van. Buren Ave
City: Indain Trail State: NC Zip: 28079-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:.
I. Facility Name: Twelve Mile Permit Number: NC0085359
Owner Name: Union County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0029043 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Numbers) (if applicable): WQCS
Owner Narne(s): Union County
FORM: FTA 04- l6 Page I of 5

GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has at Certificate o' Public Convenience and Neces
0 Yes No N/A
If the Applicant is a Developer of lots to he sold, has a Developer's C
If the Applicant i a Home/Property Ow
4. Origin of wastewater. (check all that apply):
Residential Owned Reta
Residential Leased
© School / preschool / day Care
Food and drink facilities
© Businesses / offices / factories
edicr
Church
Nursing Hom
Nature of wastewater 0 %% Domestic/Commercial
0 c3: industrial (See 15A NC;AC;
is tltcrc a Pretreatment. Program in c
Has a glow reduction been approved under 15A NCAC 02 .0114(0?
IIes-arovide a copy of flow reduction approval letter
7. Sumtnartze
i by project:
Establishment Type (see Cl2'I.fll l4(f)
Daily Design Flow
Deli
Bakery
Meat/Seafood Market.
Grocery Store
Retail
Restaurant
40 a1110() si'
75 gal/10O sf
130 gall1000 sf
100 gal/10(X) sf
N/A
tonal Agreement (FORMM: F1OA) been attached?
N/A.
ity bee n attached?
[EV) been attached'?
centers, mates)
d preparation/service
/ veterinary facilltic
mtnercial
Yes
40 gal/seat
© Car Wash
© Hotel and/or Motels
© Swimming Pool /Clubhouse
© Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
Yes I No
No
No. of Units
Flow
1
750 GPD
165 GPD
900 GPD
5850 GPD
4.300 GPD
29.333 GPD
41,298 GPD
a See I5A NCA,c 02F,.,f111 l(h),_(A), Oki) and (c)i2). for caveats to wastewater design llt w rates (i.e., minimum Ill }w per
dwelling, proposed unknown non-residential development uses, puhlic access facilities located near high puhlit. use
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in CO. 42A-4).
la Per 1_5A NCAC 02T .01.14(c), design flow rates 1c r establishments not itle.tttifiecl din ttthle i A NC ACt)2F1,U1 14i shall
he determined using available flow data, water using fixtures, occupancy or opera tican p ttcrtts„ and other measured data.
Wastewater generated by project: 41,298 GPD (per 15A,•,NCAC 02T .0114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
© Pump Station or Gravity Sewer where fl''t w will be permitted iri subsequent permits that connect to this fine
0 Flow has already been allocated in Permit Number:
© Rehabilitation or replacement of existing sewer with no new flow expected
Other (Explain):
`A 04-16
Page 2 of 5

GRAVITY SEN ER DESIGN CRITERIA (If Applicable
I . Summarize gravity sewer to he permitted::
2
Size ('inches) Length (feet)
2,337
Y Sectior't IT Il'1 of the MDC for Perrttitting of ;rrvity Sewers contains infirm
w Section Illontains information related to minir¢rm slopes for gravity sewer(
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
it);
inn
ated to de
VEIL PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Fore s 14lains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees):: La
3. Design flow of the pump station;
4. Operational point(s) of the pump(s'):
gallon
per day (fir
nimtte at
5. Summarize the force main to he permitted (for this Pump Station):
Size (inches) Length (feet)
t5. Power reliability in accorda.ncc.. with 15.r1 NCAC 02'_I .0305(h
Standby power source or pump with automatic activation ancf telemetry - 15A NCAC 02T .0305(h)(1)(13)
Longitude: -
capacity)
feet total dynamic head
TDH)
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
r Must he 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 - I5A NCAC 02T
.0305(.h)(1' )(C)
or
J?'c�rtahle pumping unit with. plugged emergency purtrp connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
it shall he demonstrated to the Division that the portable source. is owned or contracted by the applicant (draft agre
and is compatible with the station.
Y If the portable power source or pump is dedicated to multiple pump s
storage capacities and the rotation schedule of the portable power source trr pump, including travel tirttcftattres, shall he
provided in the case of a multiple station power outage,
)ns, an evaluation of all the pump stations'
FORM: FTA 04-16
Page :3 of 5

SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T ,0305 & g
• 15A NCAC 02T.0305(f) contains minimum separations that shall he provided for sewer systems:
Setback Parameter*
S
s and oth
s not lasted below (vertical)
Separation Required
24 inches
e
vertical -water over sewer including in benched
e
inches
ater mains (horizontal)
Reclaimed water lines (horizontal
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
**Waters classified WS (except WS-I or WS-V), B., SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
100 feet
50 feet.
*Any other stream, lake, impoundment, or ground water lowering and surface drainage.
ditches
0
Any building
Any basemen
taundation
Top slope of embankment o
Drainage systems and interceptor drains
Any swimming pools
Final earth grade (ver
5 feet
e
36 inc
➢ )5A NCAC 02'T.0305(g) contains alternatives where separations in 02'h.0:305(f cannot be achieved,
**Stream classifications can he identified using the Division's NC Surface Water Classifications webpagc
• If noncompliance with 02T.0305(1).or (c), see Section X of this application
Does the project comply with separation requirements for wetlands.? (50 feet of separation)
> See the Division's draft separation requirements for situations where separation cannot be meet
• No variance is required if the alternative design criteria specified is utilized in design and construction
• As built documents should reference the location of areas effected
Does the project. comply with all setbacks found in t
iver basin rules per 15A NCAC' 02i3 .0200?
➢ This would include Trout Buffered Streams per 1 A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications?
No
No
Yes I I No
Yes
No
r- Wetland -related permits shall he requested, obtained, and adhered to for projects that impact wetlands or surface waters
• Information can he obtained from the 401 & Buffer Permitting Branch
Does project comply with 15A NCAC 02 T.0105(ck6j (additional per mits/certapications)? ! Yes ❑ No
Per ILA, NCAC 0;2T.0105(c).( , directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management. plans, etc.).
6. Does this project include any sewer collection lines that .are deemed "high -priority?"
Per I ,5A NCAC 02T,0402, "high -priority .sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streamhan.ks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No
• If yes, include an attachment with details for each line, including type (aerial line, size, material, and locati.on).
High priority lines shall be inspected by the permittree or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16
Page 4 of 5

CERTIFICATIONS:
1. Does the su.h.mitted system comply with L 5A NCAC t}'2"l`, the IN'
and Force Mains (latest. version), and the Gravity Sewer Mini
Yes i I No
_Cri
c, f' f'u rli . l
applicable°?
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:
ollyt/-L
asS4,,
Professional Enginee.
hat this applic.. tion for
has been reviewed by me and is accurate., complete and consistent with the intttrtatton supplied in the plans, speclicattons,
engineering calculations, and all other supporting documentation to the best of my knowledge.. I further attest that 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 1 have reviewed this
material and have judged it to he consistent with the proposed design.
NOTE — In accordance with General atatutes 143-2l5.6A and 143-21.5,6B, any person who knowingly makes any fitlse
statement., representation, or certitcc:ation in any application package shall he guilty of a Class 2 misdemeanor; which may
include a line 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:
Applicjt°s Certification per ISA NCAC IJ2T .0106(h):
pp
.ure Authority's name. &. title from Ap /lotion Item
has been reviewed by me and is accurate and complete to the best of. my knowledge. I understand that it all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package issubject to being returned as incomplete, I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution, l 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 2.15.6I1 and 14:3-215,613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,00(1 as well as civil penalties up to $25,000 per violation,
Date:
FORM: FTA 04-16
Page 5 of 5

EN
2013 Van Buren Ave., Suite A
Indian Trail, NC 28079
(704) 882- 4222
www.eagleonIine.nei
JOB NUMBER: 5086
A PORTION OF USGS TOPOGRAPHIC
SCALE: 1 "=
JOB NAME: THE SHOPPES AT ' WIELD VILLAGE
CLIENT: ARISTA OEV. LOCATION: WESLEY CHAPEL TUTS
INDIAN TRAIL, NC

EXHIBIT "A"
THE SHOPPES AT HANFIELD VILLAGE
PROJECT AREA - 19.15 ACRES
PARCELS: 07072005, 07072006, 07072010, 07072011,
07072011 A, 07072017, 07072018
e
cum l
.16101
Iva as)
OLD CHARLOTTE HIGHWAY (S.R. 1009)

State of North Carolina
Department of Environmental Quality
Division of Water Resources
acf;:i► g/Acecptance for Sewer Extension Applications
(FTSE 04-16)
EFnti.l
Prop.
Requesting Allocati.rm: Union C'o•
t Name for which flow
More than one FTSE play he to til er ,,i
stations aIon' the r(ute ot`the proposed wastk°ar%ater„flrrw
requested: Shoppcs a
rL
.nfield Village
re ca rr 11l °P is
I. Complete this secti )t) tataly
a. WWTP Facility Name:
b. WWTP Facility Permit
u are the ovsmer of the wastewater treatment plant.
�lyye Mile Creek WWII)
NC0085359
c. 'WWTP facility's permitted flow
d!E flows are in M D
6,0
d. Estimated obligated flow- not yet trihtrtary tta the W 'WTP 1..6165
e. WWTP facility's actual u . flow 4.0642
f. T°otal flow for this specific request 0.041 3
g. =I"otal actual and obligated flows to the facility 5.722
h. Percent ofpermitted flow used 95.7
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
hiss pump stations located bets ee„n the project connec.t.ion point and the W'W"I'P:
Pump
Station
(Name or
Number)
Sot -Valley
Average Daily
Firm Flee**
Capacity, * (Finn / pt',
MG[) MGl:)
* The Firm .:apaci
can be achieved with th
** Design Average Daily FI
factor (pt) 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.
( ,) (C) MY-(l)+C) (F)=fA-1))
Obligated,
Approx. Not Yet 'atal Current
Current Avg, Tributary Flow [Plus
Daily Flow, Daily Flow, Obligated Available_
MCA[) MG[) Flow Capacity***
unap saaaaroaa ►s cae
pump taken out o
.0789
0.2065
aaximum pumped flowthat
is the firm capacity ofthe pump station divided by a peaking
Downstream Facili y Nacre (Sewer): T.vy°else Mile Creek. WW"I"P
Downstream Permit Number: V Q0029043
04-i6

III. Certification Statement:
I Crystal O. Panico certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections 1 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.
Pet,44k4)
Si1 Signature
Page 2 of 6
FTSE 04-16

UNION COUNTY PUBLIC WORKS
506 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
We are sending you:
TRANSMITTAL
Date: 8/31 /16
ewer to serve The Shoppes at Hanfield Village
Copy of letter L1 Plans C Prints D Shop Drawings
Other
053101'12
Description
Fast Track Application
Copy of Fast Track Application
Flow Tracking Form
$48OE00 Check (Application Fee)
These are transmitted as checked below:
For approval E For your use As requested [ J For review and comments
Remarks:
Signed:
Received by:
Date:

Central Files: APS _ SWP
9/16/2016
Permit Number WQ0038721 Permit Tracking Slip
Program Category Status Protect Type
Non -discharge In review New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.Iove
Coastal SWRuIe
Permitted Flow
41,298
Facility
Version
A
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
The Shoppes at I-ianfield Village
Location Address
Owner
Major/Minor 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
Orig Issue
9/19/2016
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
9/6/2016 9/19/2016 9/19/2016
Regulated Activities
Retail
Wastewater collection
Outfatl
Requested /Received Events
Additional information requested
Additional information received
Waterbody Name
StreamIndex Number Current Class Subbasin

Water Resources
I:nvironmental Quality
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
Pertnittee: Union County Public Works
County: Union
Dear Ms. Panico:
ROY COOPER
governor
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, 201.7.
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
htt :l/ ortal,ncdenr.or. web/w /s / s/cs/ noc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Barry Love
Environmental Specialist
cc: John Ross, P.E., (Eagle Engineering, 2013-A Van Buren Avenue, Indian Trail, NC 28079)
Central Files
MRO
._.. Nothing Comipares
State of North Carolina i Environmental Quality Water Resources i Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 Mooresville, North Carolina 28 t 1.5
7O4-663-1699

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Union County Public Works
PERMIT IS: WQ0038721 Modification
PROJECT: The Shoppes at Hanfield 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 Perrnittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewtlericollectiortem permitted hereor portio hereof,
M.41-01,0,
,-,
fiksyiNp-- /
Printed Name, Title
ure
ENGIwEEfs CERTIFICATION
1, )040 < , as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe ( •eriodically, weekly,full time) the construction of the
project name and location as referenc d 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 Purnp Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
Final [1 Partial (include description)
Certification Comments/Qualifiers (attach if necess
Suite of North Carolina I Environmental Quality Water Resources [ Water Qualiiy Renal °velar:ions
Tvloore3ville Regional ()Meet 610 East Cenrter Avenue, Suite 301 Muoresville, Noah Carolina 28115
701 663 1,697