WQ0036792_Regional Office Historical File Pre 2018

North Carolina Depart
Pat McCrory
Governor
Mr. Charles P. O'Cain
Union County Public Works
500 N. Main Street, Suite 500
Monroe, NC 28112
en t and Natural Resources
January 22, 2015
Subject: Permit No. WQ0036792 Modification
Union County Public Works
Sanitary Sewer Extension to serve Zaxby's
Wastewater Collection System Extension Permit
Union County
Dear Mr. ©'Cain:
Donald R. van der Vaart
Secretary
In accordance with your application received January 15, 2015, we are forwarding herewith Permit No.
WQ0036792 Modification dated January 22, 2015, 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This permit shall be effective from the date of issuance until rescinded, shall void Permit No.
WQ0036792 issued October 29, 2013,.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.
This modification consists of an increase of 183 linear feet(If) of 8-inch gravity sewer added to the
previously permitted amount of 1,487 If and an increase in flow of 250 gallons per day(gpd) added to
the previous 3,600 gpd resulting in a totals of 1,670 If of 8-inch gravity sewer and a flow of 3,850 gpd.
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 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.
610 East Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] \ Internet: www.ncwaterqualitv,org
A. c.,,w-,a rmntAriw:.«ni+.: \ nffivenmt,r:tr, , r+in..ro 4rn ntn,enr... Klimek:, in nnrf hs, ra,rurinri. non +r

�
Union County Public Works
Permit No, WQ0036792 Modification
Ifany 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 written petition, conforming to Chapter 150Bof North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NCZ7G99-G7l4. Unless such demands are made, this permit shall befinal and' binding.
If you need additional information concerning this matter, please contact Barry Love, at [phone]
or via e-mail at [e-mail].
for S.Jay Zimmerman, Acting Director
Division ofWater Resources, N[DEWR
byMichael Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division ofWater Resources, NCDENR
cc: Johnny H. Ross, P.E. (electronic copy)
Regional Office Files
Water Resources Central Files
PER[S(electronic copy)
Page 2 of 8

ATA
NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Union County Public Works
Union County
-for the construction and operation of approximately 1,670 linear feet of 8-inch gravity sewer to serve
the Sanitary Sewer Extension to serve Zaxby's project, and the discharge of 3,850 gallons per day(90 seat
restaurant and mechanical shop with •10 employees) of collected domestic wastewater into the Union
County existing sewerage system, pursuant to the application received January 15, 2015, 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 Environment and Natural Resources and considered a part of
this permit.
This permit modification increases the linear feet of the original permit issued October 29, 2013 from
1,487 linear feet to 1,670 linear feet and the flow from 3,600 gpd to 3,850 gpd. The additional volume is
for the mechanical shop with 10 employees.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
ecified conditions and limitations contained therein.
for S. Jay Zimmerman, Acting Director
Division of Water Resources, NCDENR
By Authority of The Environmental Management Commission
Permit Number:
Permit Issued:
WQ0036792 Modification
January 22, 2015
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 Union County Crooked
Creek Wastewater Treatment Facility in accordance with Permit Number NC0069841.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T,; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 3,850 GPD, shall be made tributary to the
subject sewer system until an application for permit modification for an increase in flow has been
submitted to and approved by the Division. [15A NCAC 02T.03044(b))
II. STANDARD CONDITIONS
This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be considered
on its merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 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)]:
Page 4of8

. 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 28.0506(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:
Paee 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 (919)
733-3300. 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 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-
215.1C(a1)]
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:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
Page 6 of 8

c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested
modifications or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis
and each on its own merit. Please note that variances to the Minimum Design Criteria should be
requested and approved during the permitting process prior to construction. After -construction
requests are discouraged by the Division and may not be approved, thus requiring replacement or
repair prior to certification & activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified
until corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-215.6A
through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities. [15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
FAST TRACK SEWER ENGINEERING CERTIFICATION
Union County Public Works
WQ0036792 Modification
Sanitary Sewer Extension to serve Zaxby's
January 22, 2015
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.
PERWMITFEE'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
ENGINEERS CERTIFICATION
I, , as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe (EJ periodically, 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
Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115

The legal entity who will own this system is:
Individual ❑ Federal ❑ Municipality State/County ❑ Private Partnership 0 Corporation 0 Other (specify):
500 N. Main Street, Suite 500
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner/Permittee:
la. Unio_n County Public Works
Full Legal Name (company, municipality, HOA, utility, etc,)
1b. Charles P. O°Cam, P.E.
Signing Official Name and Title(Please review 15A N g g �_. ,0106 �} for authorized signing officials)
C 2,
Application Number:
(to be cornpieted by DWR)
0
Mailing Address
North Carolina
State
,
1 h, 704-296-4244 .._.� 1 i. 704-296-4232
Telephone Facsimile
Project Facility) Information:
2a. SanitarySewer Extension to serveZZaxby's
__-
Brief Project Name (permit will refer to this name)
3, Contact Person:
Via. Charles P. O'Cain, P.E.
Name and Affiliation of Someone Who Can Answer Question
3b. 704-296-4244
Phone Number
Owner is
Modification (of an existin
kip to Item B(3))
le. Monroe
City
_lg. 28112
Zip Code
oca'in @co,union
E-mail
2b. Union.
County Where Project is L
About this Application
[e-mail].0
E-mail
E-.. . l
ification, Permit No.:
o to Item 2(a))
2a. If private, applicant will be:
❑ Retaining Ownership (Le. store, church, single office, etc.) o
Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc, - go to Item B(2b))
4a.
Union County
Owner of Wastewater Treatment Facili
Crooked Creek
Name c
Union County
Owner of Down
TF) Treating
5b. 8" Gravity
Receiving Sewer Size j❑ Force Main
The origin of this wastewater is (check all that apply):
2b. If sold, facilities owned by a (must choose one)
D Public Utility (Instruction D)
0 Homeowner Assoc./Developer (In
Residential Subdivision
❑ Apartments/Condominiums
Mobile Home Park
School
Restaurant
Office
4b. NC0069841
WWTF Permit. No.
❑ Retail (Stores, shoppin
❑ Institution
© Hospital
Church
Nursing Home
❑ Other (specify).._
WQ0020418
Permit # of Downstream Sew
7. Volume of wastewater to be allocated or permitted for this particular project: 250
*Do not include future flows or previously permitted allocations
uction E)
on F)
100% Domestic/Commercial
% Industrial
(Attach Description
Other
If the permitted flow is zero, indicate why:.
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent pe
Flow has already been allocated in Permit No,
❑ Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
(Attach Description
gallons per day
onnect
o this line
FI A t) -£3 APP£.W[CAT tt)N
Page 3 of 6

9, Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC_2T .0114 fon!
the value in Item B(7) AND/OR the design flow for line or pump station sizing it 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 (f).
Mechanical Shop with 10 Employees & 1 shift @ 25 gpd !employee/shif /day = 25r? gpd (permit modification) + 3,600 gpd
(previous permit) = 3,850 gpd (total)
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8-inch
Length (feet)
183 (permit modification) +
7(previous permit) = 1,670 (total)
New Gravity or Additiona
Force Main
Gravity
1. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as nec
z
Q Pump Station Location ID:
** Longitude:0
Z
Design Flow Power Reliability Option
(MGD) Operational Point 1 _permanent generator w/,ATS; Force Main Size Force Main Length
2 GPM TDH 2 - portable generator w/MTS
chosen - as shown on plans/map for reference)
re
0
LL
Pump Station Location ID:
Longitude:
Design Flow
(MGD)
Operational Point
GPM @TDH
Latitude:
hosen - as shown on plan for reference)
Latitude:
Power Reliability Option
- permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
12. i"ilt the wastewater floww in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
El Yes No If Yes, permit number of 2nd 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 CriFena for the Permitting of Pump Stations and Force Mains
(latest version), the Grayitv Sewer Minimum! Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable'?
Ill Yes Li No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 08-1: APPLICATION
c4tf"6

14. Have the following permits/certifications been submitted tor approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? © Yes El No N/A
Sedimentation and Erosion. Control Plan? 0 Yes E] No N/A
Trout Buffer Waiver? 0 Yes E3 No N/A
Stormwater? E] Yes E7 No N/A
Does this project include any high priority lines (15A NCAC, t}2T .0402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered hiqh priority end must be checked once every six months
Check if Yes: ❑ and provide details:
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
I, Charles P. ©'Cain, P.E. , attest that this application for Sanitary Sewer Extension to
serve. Zaxby's has been reviewed by me and is accurate and complete to the best of my knowledge.. 1 understand that if
all required parts of .this application are not completed and that if all required supporting documentation and attachments
are not included, this application package is subject to being returned as incomplete, Note: In accordance with North
Carolina General Statutes 143-215.6Ai and 143-215,68, 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.
ial Signature
I /3.
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY;
#I7 TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T.0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
t, Johnny H. Ross, P.E. ,attest that this application for Sanitary Sewer Extension Tto serve
Zaxby's 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 I 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
2a. Johnny H. Ross, P,E.
Professional Engineer Name
2b, Eagle Engineering, Inc.
Engineering Firm
2c. 2013A Van Buren Avenue
Mailing Address
2d, Indian Trail
City
2g, 704-882-4222 2h, 866-775-0
Telephone Facsimile
2e. NC 2f. 28079
State Zip
2i, jross ea�letaniine nr
E-mail
14959
NC PE Seal. Signature & Date
ETA O8-1 w3 APPLICATION
Page 5 of 6

UNITED STATES ATTHEWS QUADRANGLE
DEPARTMENT OF THE INTERIOR NORTH CAROLINA
GEOLOGICAL SURVEY ' 7.5 MINUTE SERIES (TOPOGRAPHIC)
20]3 Van Buren Ave,
Indian Trail, NC 28079
[phone]
wwiv,eagleornline.net
C4SED SANIT
E EXTENStC
USGS SITE MAP
SCALE; 'V=2000
JOB NAME, SANITARY SEWER EXTENSION TO SERVE ZAXBY'S
CLIENT: CAROLINA EXTERIORS LOCATION: US HWY 74
JOB NUMBER: 2970C-NC
INDIAN TRAIL, NC

FUTURE
2013 Van Buren Ave..
Ind.ian Trail, NC 28079
[phone]
smw.eagleonline.net
SITE VICINITY MAP
SCALE: N-T.S.
JOB NAME: SANITARY SEWER EXTENSION TO SERVE ZAXBY'S
CLIENT: CAROLINA EXTERIORS LCCATIQN: US HWY 74
JOB NUMBER: 2970-C-NC
INDIAN TRAIL, NC

-s•
VTR
"'Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Union County
Project Name for which flow is being requested: Sanitary Sewer Ext. to serve Zaxby's
More than one FTSE maybe 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: Crooked Creek
b. WWTP Facility Permit #: NC0069841
All flows are in MGD
c. WWTP facility's permitted flow 1.90
d. Estimated obligated flow not yet tributary to the WWTP 0.3596
e. WWTP facility's actual avg. flow 1.23
f. Total flow for this specific request 0.0003
g. Total actual and obligated flows to the facility 1.5899
h. Percent of permitted flow used 83.68
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 Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
NIA
* 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 (pi) 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 < 4.
Page 1 of$3
FTSE 08-13

Certification Statement:
1 Charles P. O Cain certify to the best of • knowledge that the addition of
e of wastewa
ter volume to be permit tec:I 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. cohere 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 ll
plus all attached planning assessment addendurns for which I am the responsible party.
Signature of this form. indicates acceptance of this wastewater flow.
Page 2 o
FTSE 0843

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 Iikelihood 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,3
FTSE 08-13

Project Narrative
2970 Sanitary Sewer Extension to Serve Zaxby's
• The purpose of the proposed permit modification is (1) to increase the linear footage of 8 inch
sanitary sewer main from 1,487 (previously permitted) to 1,670 (total); an increase of 183
(permit modification), (2) to increase the number of proposed manholes from 6 (previously
permitted) to 10 (total); an increase of 4 manholes (permit modification), & (3) to increase flow
with the addition of a mechanical shop, The additional flow for the mechanical shop
development is being requested now.
• Flow is calculated as follows.
[90 seat restaurant: 90 seats x 40 gpd/seat] = 3,600 gpd (previously permitted)
[Mechanical Shop with 10 employees & 1 shut x 25 gallons/emp,/shift/day] = 250 gpd
(permit modification)
Total = 3,850 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:
TRANSMITTAL
Date: 1/13/15
Regarding: Sanitary Sewer to serve Zaxby's (Permit Modification)
We are sending you: 0 Copy of letter 0 Plans 0 Prints 0 Shop Drawings
Z Other
1 3/15
These are
�] For apr
Remarks:
Signed:
1112/15
•l s
kes
s
Received by:
No. Description
Cover Letter
Fast Track Application
Copy of Fast Track Application
Flow Tracking Form
026630 $480,00. Check (Application Fee
ested D For review and comments

w
Central Files: APS _ SWP
1/21/2015
Permit Number WQ0036792 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active Major modification
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRule
Permitted Flow
3,850
Facility
Version Permit Classification
1.10 Individual
Permit Contact Affiliation
Facility Name
Sanitary Sewer Ext. to serve Zaxby's
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Name
Union County Public Works Department
Dates/Events
Owner Type
Government - County
Owner Affiliation
Cindy Coto
500 N Main St
Monroe
NC 28112
Orig issue
10/29/2013
Scheduled
App Received Draft initiated Issuance Public Notice Issue Effective Expiration
1/15/2015 1/21/2015 1/21/2015
Regulated Activities Requested /Received Events
Restaurant
Wastewater collection
Outlet{
Additional Information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin

RFCENEDI CDrNRIDWR
'r1w't'1°t+AC 1( ENGINEERING C,"h;tCl'IVIC:A"t ION
vvJFJQ
Perntlttcrr: Union County Public Works MOOe FSVIL LEA REGIONAL OFFICE Permit No, WOO
Projech Witlowcroft Subdivision Union County
Complete and submit this form to the pert nit islitting regional office with thr f
40 Ono copy of lire project record drawancgs (plan & prof
collection system extension Final «acr rtl drawings shoo
disk} bra pdf format, rrecnrd drawings attrzarltJ iracticrato the d
Suppo toi d°sign calculations (setoctod pumps, system curve, operntira
genera t r{sf r sE ta( ra r kor than longest past three year outage) reliabrltty
permitt€acJ as part of this project
Changes to the project should be clearly identified on the record drawings or ira i
tra aCt%f e t dtms ern r•ertrrlred for warty !shakos resultinrl in 1oro c {Jcntrllarree witl,l,_
nairadrJrtsrta d Tr,l rt ortt rGa„.gMortiflcAtIons shcoild be submitted .prior to corttticatlur
equirec1 snppo
in ;Neff Date': 01105r
4
DV
ip changes during aorasUUCtiona
mint, available storage if portable
tiara salectert f(rr' any pump stations
ary forne. Pcrrr9it
f f, Craricrrtigpns or
(lower] to operate r.rsiorl has received this Engineer's
ion. Therefore, itIshicthly recgtnnanracledittAally} c.9Ctfc ..ltlat1
�,tli plyfslon
PERMIT wl;;` i CFRFIe`ICATI()N
Charlie P. O' Cain the undersigned agent for the Pernittee, hereby state that this project has
constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
od applicable deasignlcenstructicxr 'inform tron to the Perrnittee, and the Peerrnitteee is prepared to operate &
the wastewater collection system permitted herein or portions thereof,
Development Program eMana er
1 Nome,
been a
Per rrrittce h
titlruction
A NGAC 021,
rptcrai f rrkrrcrary 12, 19(E)
Pump Stations and Force Mains adopted Jun
North C.arolirarr P`rof(?s tonal Engineer's
Seal, stf,
Minn.,,
n shall t
July registered F'rete,
iudicntly, 1„,�1 weekly, j.,TM1 to
'ay abilities, due care <a
rsa cataserved to he
Resources (f)ivisin
ivision's Minimum Design Critent
as algalics rPie}, and other s
A?*IOL :2//, pith
SEND THIS FORM & SUPP
l'l°Fl REQ UIRED ATTACHMENTS TO TF
ror" tns3 t
pourtirarr
t NI(
e rr
the (ahsararr
apt dncee f'a
t:)e sirjn r
nk Permtaitt
:ALIMENTATION
,,OWING ADDRESS
DIVISION, OF WATER RESOURCES
WATER QUALIT'i' REGIONAL OPERATIONS SECTION
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MO►ORESVILI.E, NC 26116
r up until a
collection system extekrrsior
r+nit and shall arrhkoct th(e 1> rrtrit
Arty

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
1
er to serve Willowcroft Phase 1
E Copy of letter Plans
Other
Description
Asbuilts
Fast Track Application
These are transmitted as checked below:
For approval fl For your use
Remarks:
Signed:
TRANSMITTAL
RrCElVrc,NCnrNR/DWr
WQROS
MQORFSVtt, LE REGIONAL OFFIc `
Date: 7/23/15
Prints Shop Drawings
El As requested ® For review and comments
Received by: Date:

ER ENCstNRIN CERTIFICATiON
PERMITTEE: Union County Public
PERMIT Pl: WQ0036792 Modhficat
PROJECT: Sanitary Sewer Extension to serve Zaxby's
ISSUE DATE: January 22, 2015
faSOCth't"R ri 1._E" REiGl :>N'At OF iCE
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 compIrtion
of this Certification shall he considered a violation of the permit and shall subject the Perrrt'ittee to
appropriate enforcement actions, The Permlttee 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,
PERMJ 'iEECfiTI ICATIQN
I, the undersigned agent for the Perrriittee, 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 Permlttee, and the Permlttee Is prepared to operate & maintain
the wastewater collection system permitted herein or p
Printed Name, Title
R'sCERTIFICATION
b.#, t(. , as a duly registered Professional f:rr trteer in the State of North Carolina,
having been authorised to observe fteriradically, 1 weekly,. LJ 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 Profcsslona! Engineer's Seal w/signature & date:
Final LJ Partlal (include dear
piton
Certification Comments/Quailflets (attach if necessary):
NC DWR —Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresvllle„ NC 28115
Mooresville Regional Office
Phone: '(704) 663•'i.699 FAX: [phone]

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
Surface Water Protection
610 East Center Avenue
Suite 301
Mooresville, N.C. 28115
Attention: Ms. Dee Browder
TRANSMITTAL
Regarding: Engineer's Certification for Sewer Extension to serve Zaxby's
We are sending you:
Pc.CENEDINCIDENRIDWR
WOR0S
Date: 8/4115
Copy of letter ( Plans Prints Shop Drawings
Other
Copies Date No Description
7/29/15 Record Drawings
Engineer's Certification for Sewer (Permit WQ0036792)
These are transmitted as checked below:
0 For approval J For your use [ As requested © For review and comments
Remarks:
Signed:
Received by: Date: