WQ0038502_Regional Office Historical File Pre 2018

Water Resources
ENVIIRONMENTAL QUALITY'
May 31, 2016
Crystal Panico, New Development Program Manager
Union County Public Works
500 N. Main Street, Suite 500
Monroe, NC 28112
Dear Ms. Panico:
It
PAT MCCRORY
(7v,ernor
DONALD R. VAN DER VAART
Secrceeny
S. JAY ZIMMERMAN
;;Director
Subject: Permit No. WQ0038502
Union County Public Works
Goodyear - Indian Trail
Wastewater Collection System Extension Permit
Union County
In accordance with your application received May 26, 2016, we are forwarding herewith Permit No.
WQ0038502 dated May 31, 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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations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 shall not be automatically transferable; a request must be made and
approved.
Condition 11.4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
State of North Carolina 1 Environmental Quality I Water Resources I ater Quality Regional Operations
Mooresville Regional Officei 610 East Center Avenue, Suite'3©1 I Mooresville, North Carolina 28115
704 663 1699

If you need additional information concerning this matter, please contact Barry Love at [phone]
or viae-mail 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)
Page 2 of 8

Environtnental
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 107 linear feet of 8-inch gravity sewer, to serve as
part of the Goodyear - Indian Trail project, and the discharge of 1,750 gallons per day of collected
commercial wastewater into the Union County Public Works existing sewerage system, pursuant to the
application received May 26, 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 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 S pervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0038502
Permit Issued: . May 31, 2016
r
i
Page 3 of 8

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.�w"o v w~n~v~o*~"�v x�� "x~nnn�"u" "_���u.o� _,mxu.x~v
Union
County Public is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected bvthis system shall be treated in the Union County Twelve Mile Creek
Wastewater Treatment Plant in accordance with Permit Number NCO085359.
Permitting of this project does not constitute anacceptance ofany part of the project that does not meet
15A NCA[3T 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,Z[XX7,as applicable, unless specifically mentioned herein. Division approval
is based on acceptance of the certification provided by a North Carolina -licensed Professional Engineer in
theapp|icatio�n. 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.
U. SPECIAL CONDITIONS
1, Noflow inexcess of the quantity permitted herein, 1,750 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)]
W,STANDARD CONDITIONS
1. This permit is not transferable. In the event there is m desire for the wastewater collection, facilities
tochamgeownembip,orthemeisananmechangenf1hePennittee,afoona|pennitrequest`haWbe
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials asmay beappropriate. The approval ofthis request shall bcconsidered mnits
merits and may ormay not beapproved. [15AN[AC0IT.01U4;G.3l43-I1S.1(d3))
2. This permit shall become voidable unless the wastewater collection facilities one constructed in
accordance with the conditions of this permit; 16A N[A[ lT 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.01101
This permit shall be, effective only with respect to the nature and volume of wastes described imthe
application and other supporting data. [15ANCACC2T.01101
4. The wastewater collection facilities shall beproperly maintained and operated atall 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 N[AC ZT .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 15'A 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.
Documentation shall be kept for Subparagraphs (a) through (i) 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 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 55© 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 1 of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II 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. 143-21.5.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
if the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
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
WQ00i38502
Goodyear - Indian Trail
May 31, 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.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe (1-1 periodically, r weekly, EJ 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 T Partiai {include description)
Certification Comments ach if necessary):
State of North Carolina i Ruv r< ntrtett¢,a: Quality I Water Resources I Water Quah'tyRegiona Operations
Mooresville Regional Officei 610 Fast_ Center Avenue, Suite 301 p Mooresville, North Caroline. 28115
704 663 1699

Application Number:
(to be completed by OW R)
Owner/Permittee:
la. UNION COUNTY PUBLIC WORKS
Full Legal Name (company, municipality, HOA, utility, etc.)
CRYSTAL GE R
1b Signing Off©ial Nam PANICO, d Title (Please review 15A NC PROGRAM 2T,0 06AbAffor authorized officials) �� signing off
The legal entity who will own this system is:
Individual ❑ Federal ❑ Municipality
• 1d. 500 NORTH MAIN STREET #408m
LL Mailing Address
1f, NC
Z State
• 1 h. 704-296-4239—
Telephone
z
704-296-4232
Facsimile
State/County ❑ Private Partnership ❑ Corporation
1 e. MONROE
City
1g. 28112
Zip Code
1). crystal,panico©unioncountync
E-mail
2. Project (Facility) Information:
2a. GOODYEAR — INDIAN TRAIL
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. CRYSTAL O. PANICO, P.E., NEW DEVELOPMENT PROGRAM MANAGER Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-296-4239
Phone Number
Project
dification (of an existing permit)
Owner is Public (skip to Item 8(3)) ❑ Private
2b. UNION COUNTY
County Where Prole
is Located
v
crystal. panicounioncountync.9ow
E-mail
Modification, Permit No..:
go to Item 2(a))
2a, If private, applicant will be:
❑ Retaining Ownership (i.e. store, church, single office, etc„) o
0 Leasing units (lots, townhomes, etc. - skip to item B(3))
Selling units (lots, townhomes, etc. - go to Item B(2b))
2b, If sold, facilities owned by a (must choose one)
0 Public Utility (Instruction 0)
❑ Homeowner Assoc /Developer (Instruction E)
UNION COUNTY PUBLIC WORKS
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. TWELVE MILE CREEK WWTF 4b. 0085359
Name of WWTF WWTF Permit
No.
--- � Permit No.
UC
5b, Gravity
W
575
O ner lHeceivin Sewer Size ❑ Force Main c Permit Downstream Sewer (
Owner of Downstream Sewer 9� (tnstruction F)
• 6. The origin of this wastewater is (check all that apply):
• Residential Subdivision
❑ Apartments/Condominiums
0 Mobile Home Park
❑ School
O Restaurant
❑ Office
❑ Retail (Stores, shopping centers)
0 Institution
0 Hospital
Ej Church
❑ Nursing Home
Other (specify):--- Tie Store
7. Volume of wastewater to be allocated or permitted for this particular project:
*Do not include future flows or previously permitted allocations
% Domestic/Commercial
% Industrial
(Attach Description)
% Other
1750
(Attach Descriolion)
gallons per day
If the permitted flow is zero, indicate why: N/A
El Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this fine
O Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
(see '15A NCAC 62T .0303 to determine if a permit is required)
I4 APPIsf6'AT )IN Page 4 of 6

9, Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7), Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T ,0114
(7 FIXTURES) (250 gpd) = 1,750 gpd
10. Summary of Sewer Lines to be Per
Size (inches)
S„
d (attach additional sheets if necessary)
Length (feet)
New Gravity or Additional
Force Main
107 NEW GRAVITY
11, Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Z
© Pump Station Location ID:
0
�-' Longitude:
Z
Design Flow
(MGD)
Operational Poin
GPM TDH
Latitude:
If ch
en - as shown on plans/map for reference)
Power Reliability Option.
- permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID: (self chosen - as shown on p
Longitude: Latitude:
p for reference)
Design Flow Power Reliability Option
(MGD) Operational Point 1 permanent generator w/ATS; Force Main Size Force Main Length
GPM ?TDH 2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
[] Yes No If Yes, permit number of 2rd treatment facility :
(RO - if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Permitting of PumpStations and Force Mains
(latest version), the GravittvSewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
Yes No
If No, complete and submit the Variance/Alternative Design Request (VADC 10-14) application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
ITA t t4-14 APPLICATION
Page 5 of 6

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification?
Sedimentation and Erosion Control Plan?
Trout Buffer Waiver?
Stormwater?
Lives LiNo
Yes D No
El Yes El No
Yes LiNo
N/A
Li N/A
N/A
0 N/A
15. Does this project include any high priority lines (15A NCAC 02T .0402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: El and provide details:
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, CRYSTAL O. PANICQ, attest that this application for GOODYEAR — INDIAN TRAIL has been reviewed by me
and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not
completed and that if all required supporting documentation and attachments are not included, this application package is
subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes J43-215,6A and 1437
215.6B, any person who knowingly makes any false statement, representation, or certification in any application 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,
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATON. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T MO5
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, JOHN H, ROSS ,attest that this application for GOODYEAR — INDIAN TRAIL has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge, 1 further attest that to the best of my knowledge the proposed design has
been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. 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 be consistent with the proposed
design. Note: In accordance with NC General Statutes 143-215,6A and 143-215,6B, any person who knowingly makes
any false statement, representation, or certification in any application 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 $25,000 per violation.
2a. JOHN H. ROSS
Professional Engineer Name
2b, EAGLE ENGlNEERING,NC,
Engineering Firm
2c, 2013-A VAN BUREN AVENUE
Mailing Address
2d, INDIAN TRAIL
City
2g. 704-350-2373 2h,
Telephone Facsimile
2e. NC 2f, 28079
State Zip
2i, [e-mail]
E-mail
)101$H110,9
CAA
SEAL
4959 1".
io
NC PE Seal, Signature & Date
11-TA 10-14 APPLICATION
,Page 6 of 6

O US
ltr4nzAr.twzgr
sva
M a+qt.,Amow.
At*Itbt,016,,,4 0,*

PROPOSED SEWER
POINT OF CONNECTION
1,
EXISTING 8" SEWER
1 iT
PROPOSED UCPW SEWER
LINE EXTENTION
11 Ii l
I
PROPOSED 4" SEWER
LATERAL
u
EXISTING 8" WATERLINE
PROPOSED WATER
POINT OF CONNECTION
r- - _
11 fr
�' ✓ \ / / \\\ /7`
/ \\\ 7
�\ \\\ J 1
/ \ \/ i
SUN VALLEY COMMONS SHOPPING CENTER
\\
OLD MONROE ROAD
(S.R. #1007- 100'R/W WIDTH)
SITE LOCATION
ENGINEERIING
2013A Van Buren Ave.
Indian Trail, NC 28079
[phone]
www.eagleonline.net
VICINITY MAP
GOODYEAR - INDIAN TRAIL
AT SUN VALLEY COMMONS SHOPPING CENTER
SCALE:1" = 200'
JOB NAME: GOODYEAR—INDIAN TRAIL © SUN VALLEY COMMONS
CLIENT: McNEEL PROPERTIES LOCATION: OLD MONROE ROAD
JOB NUMBER: 5295 INDIAN TRAIL, NC

EXHIBIT "A"
GOODYEAR AT INDIAN TRAIL
LOCATED IN
INDIAN TRAIL, UNION COUNTY, NORTH CAROLINA
P1D'S: 07090005R & 07090006Z
PROJECT AREA = 1.459 ACRES
EXISTING
WATER LINE
PROPOSED WATER LINE
(INCLUDED IN THE EXTENSION
AGREEMENT)
THIS MAP IS NOTA CERTIFIED SURVEY AND HAS NOT BEEN
REVIEWED BYA LOCAL GOVERNMENTALAGENCYFOR
COMPLIANCE WITH ANY APPLICABLE LAND DEVELOPMENT
REGULATIONS

Department of Env iron
State of North. Carolina
and Natural Resources
ision of Water Resources
Flo vv Trackingd'Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: UL ion Cou
Project Name for which flow is being requested: Goodyear -Indian Trail
Afore than one FTSE may be required for a single project if the owner of the T `WTP is nol respons
stations along the route of the proposed wastewater.flow.
I. Connp'lete this section only it you. are the owner o'fthe wastewater treat n ent plant.
a. WWTP Facility Name: Twelve Mile WWTP
b. WWTP Facility Permit #: NC0085359
c. WWTP faeility's permitted flow
a ws trace in MGD
6.(:
d. Estimated obligated flow not yet tributary to the. WWTP 1.7010
e. WWTP facility's actual avg. flow
f: Total flow for this specific request
3.98
0.0018
. Total actual and obligated flows to the facility 5.6828
h. Percent of permitted flow used
94.71
H. 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 Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / pt), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Sun Valley:
Commons 0.582 0,23;
,0265 0.0789
0.1054
0.1276
* The Firm Capacity of any pump station is dented as the maximum pumped flow that
can be achieved with the largest pump taken out ofseice.
** 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.
Page 1 of 0'3

III. Certification Statement:
I Crystal O. Panico certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
/ /7 D ,
(.4.4,a_ (. g-.60 spz,/,,,,,
SiOffigal Signature
Date
Page 2 ofji3
FTSE 08-13

FTSE PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily 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.
l 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 off,3
FTSE 08-13

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 Sewer to serve Goodyear -Indian Trail
We are sending you:
Copies Date
5/20/16
5/20/16
5/20/16
5/11/16
Copy of letter
E Other
El Plans
TRANSMITTAL
Date: 5/23/16
Prints Shop Drawings
No. Description
Cover Letter
Fast Track. Application
Copy of Fast Track Application
Flow Tracking Form
1248 480.00 Check (Application Fee
These are transmitted as checked below:
For approval LI For your use D As requested
Remarks:
Signed:
Received by:
For review and comments
Date:

EAGLE
ENGINEERING
14e1W
Project Narrative
5295 Goodyear — Indian Trail
• The proposed project consists of a new Goodyear facility including a proposed building, parking
lot and appurtenances. Proposed fire service will be extended to the building from an existing
watermain which is along Old Monroe Rd across the road frontage of the site. The effluent from
this facility will be discharged into a public sanitary sewer within the Sun Valley Commons on the
northern portion of this site.
• Flow is calculated as follows:
[Service Station Facility: 250 gal/fixture x 7 fixtures] = 1,750 gpd

o
Central Files: APS _ SWP _
5/31/2016
Permit Number WQ0038502 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuie
Permitted Flow
1,750
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Goodyear- Indian Trail
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Name
Union County
Dates/Events
Owner Type
Govemment - County
Owner Affiliation
Cindy Coto
500 N Main St
Monroe
NC 28112
Orlg Issue
5131/2016
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
512612016 5/31/2016 5/31/2016
Regulated Activities
Retail
Wastewater collection
Outfall
Requested /Received Events
Additional information requested
Additional information received
Waterbody Name
Streamindex Number Current Class Subbasin

Water Resources
ENVIRONMENTAL, QUALITY
November 29, 2016
Ms. Crystal Panic°, New Development Program. Manager
Union County Public Works
500 N. Main Street, Suite 400
Monroe, NC 28112
SUBJECT: Final Engineering Certification Acknowledgement
Project: Goodyear — Indian Trail
Permit No. WQ0038502
Permittee: Union County Public Works
County: Union
Dear Ms. Panico:
PAT MCCRORY
Governor
J NALD rL VAN DER VA ART
Secrocrev
S. JAY ZIMMERMAN
Threclor
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on November 23, 2016.
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.ncdenr.°r web/w Is / s/cs/pnoc 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
Mr. John H. Ross, P.E., (Eagle Engineering, 2013-A Van. Buren Ave., Indian Trail, NC 28079)
Central Files
MR0
State of North Carolina Environmental Quality I Water Resources
610 E, Center Avenue, Suite NI, M©oresvi6Ee, NC 26115
Phone:[phone]Internet www,ncderor.gov

FAST TRACK SEWER ENGINEERNG CERTIFICATION
PERMITTEE:
PERMIT ft:
PROJECT:
ISSUE DATE:
union County Public Works
WQ0038502
Goodyear Indian Trail
May 31, 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,
PERNII ECS 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.
-PetevicAD ;Fe
r-A) (.610 Artels 4t
Printed Name, Title
u e
ENGINEER'S CERTIFICATION
Date
I, .:14.141,1 14 , as a dul registered Pr ional Eijjneer in the State of North Carolina,
having been authorized to observe ( periodically, D weekly, LJ full time) the construction of the
project name and location as referen es 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 02 F; 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 wisignatu e & date: o' CAP?
Finala Li Partial (include description
Certification Comments/Qualifiers (attach if necessary):
Safe of Nbilh Cara Ermroamenlal Quiy' Wakr Rem:votes I Water Quaky Regions) operations
Maattsvlile Rational Offical 610 Fog Center Avenue, Suitt 301 Mootesville, North Catalina lall IS
704 663 1699

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
Suite 301
Mooresville, N.C. 28115
Attention:
Regarding: Engineer's Ce
We are sending you:
'cation for Goodyear- Indian Trail
TRANSMITTAL
Date: 11 /21 /16
Copy of letter Plans © Prints 1 1 Shop Drawings
Other
No, Description
Record Drawings
Engineer's Certification for Sewer {Permit # WQ0038502)
These are transmitted as checked below:
El For approval
Remarks:
Signed:,.
For your use As requested l For review and comments
Received by: Date:

t.Wes
s R.arr
As built check last (reference 2T . 00)
Reviewed By: Barry Love
Review Date: 11/28r'2016
Project Name: Goodyear — Indian Trail
WQ#: WQ0038502
County: Union
1) As -built as been signed, sealed, and dated by an N.C. PE
2)
PAT M4CCRO'RY
R. VAN DER AART
S, JAY TIMMERMAN
Adequate information related to sewer lines
Note that per the 2`T and MDC; there is a minimum 8" for public gravity or minimum 6" for
private gravity, Three (3) feet minimum cover shall be provided for all sewers unless ferrous
material pipe is specified. Manholes shall be installed: at the end of each line, at all changes in.
grade, size, or alignment, at all intersections, and at distances not greater than. 425 feet., minimum,
diameter of manholes shall be 4 feet (48 inches). Yes .�. No N/A
3) Adequate information related to pump stations:
Ensure power reliability option is selected (15A NCAC 02T.0305(h)). ri Yes P No Z N/A
is Project design is in accordance with (see section B.13 of PTA 12-12)
15A NCAC 02T Gravity Sewer Minimum Design Criteria (latest versiatn), Minimum Desig
Criteria for Permitting of Pump Stations and Force Mains (latest version). Yes [ No
If no, a variance approval is required per the requirements of 1. SA NCAC 02T.01OS(b)
Applicant must submit TWO copies of the plans, specifications, and calculations
Contact the Central Office to discuss the variance request to determine a course of action.
°rhe central office will review the variance request, and if approvable, specific language
regarding the variance will he forwarded to the Regional Office reviewer to incorporate into the
permit, A copy of the variance letter (or email correspondence) should be kept with the
application file.
5) Project contains high priorit
SA NCAC 02T .0402(2)) [11 Yes
If Yes, insure that the permit contains the necessary' condition related to high priority lines ISA
NCAC 02E0403 (a)(5)
6) Is the Sewer As -built length within 10% of the fast track applied Length?
i Original length of pipe — As built length / Original length) < 10%. Yes 7 No
ff no application need to be modified
State of North Carolina
Moxrtavilk Regional
° SWaaer Re ounces i Water Quality Regional tions
ar Aveztue, Sprite 301 !Mooresville, North Carolina 28115
704 663 1699