WQ0036792_Regional Office Historical File Pre 2018 (2)

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Pat McCrory Thomas A. Reeder
Governor Director
October 31, 2013
Mr, Charlie O'Cain, PE
Union County Public Works
500 N. Main St, Suite 500
Monroe, N.C. 28112
John Skvarla„ III
Secretary
Subject: Permit No. W00036792.
Sanitary Sewer Extension to serve Zaxby's
Wastewater Collection System Extension
Union County
Dear Mr. O"Cain:
In accordance with your application received October 16, 2013, we are forwarding Permit No.
WQ0436792 to Union County Public Works for the construction and operation 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rescinded and shall be subject to the conditions and limitations as specified therein.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
and supplement shall be considered a part of this permit and are therefore incorporated therein by
reference.
It shall be responsibility of the Union County Public Works to ensure that the as -constructed project
meets the appropriate design criteria and rules, Failure to comply may result in penalties in accordance
with the North Carolina General Statute §143-215,6A through §143-215.6C, construction of additional or
replacement wastewater collection facilities, and/or referral of the North Carolina -licensed Professional
Engineer to the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 1508 of North Carolina
General 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.
1617 htalP o ice Center, Rale h, North Carolina 27699-1617
Location: 512 N, aiisbury St Raleigh, North Carolina 27604
Phone: [phone] I FAX: [phone]
Internet: wwrknovaterq uality,orq
Nne
©rthCa o na
'Vatura 4i

Mr. Charlie O'Cain
WQ0036792
If you need additional information concerning this matter, please contact Ms. B. Dee Browder at (704)
235-2203 or via e-mail at [e-mail].
Sincerely,
©r`1 homas A. Reeder
Division of Water Resources
cc: Jeremia S. Murphy, Eagle Engineering, Inc.
Water Resources Central Files
PERCS (electronic copy)

ATA
NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
!n 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 1,487 linear feet of 8-inch gravity sewer; and the
discharge of 3,600 gallons per day of collected domestic, wastewater into the Crooked Creek WWTP exsisting
sewerage system, pursuant to the application received October 13, 2013, 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 shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
Permit issued this the 31st day of October, 2013.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0036792

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 Crooked WWTP (NPDES Permit No.
NC000069841) prior to being discharged into the receiving stream,.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet 15A
NCAC 2T; the Division of Water Resources (Division) 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.
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 formai 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,
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 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
unless specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the application and
other supporting data,
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 .0403u if an individual permit is not required, the following performance
criteria shall be met as provided in 15A NCAC 2T .0403:
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.
Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with 15A
NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute §143-
215.1C.
g•
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. Noncompliance Notification:
The Permittee shall report by telephone to a Water Resources staff member at the Mooresville Regional Office,
telephone number 704-663-1699, as soon as possible, but in no case more than 24 hours or on the next working day,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of adequate
wastewater transport, such as mechanical or electrical failures of pumps, line blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal report.
Overflows and spills occurring outside normal business hours may also be reported to the Division of Emergency
Management at telephone number [phone] or [phone]. Persons reporting any of the above
occurrences shall file a spill report by completing and submitting Part 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.
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.
7. Per 15A NCAC 2T.0116, 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 pump station design calculations (selected pumps, system curve, operating point,
buoyancy calculations, available storage if portable generator(s) or storage greater than longest past three year
outage reliability option selected) for any pump stations permitted as part of this project.
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,
A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the wastewater
collection facilities.
9. 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.
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.
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 other government agencies (local, state and federal) which have
jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and
sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG010000, and any
requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Union County Public Works Permit No.WQ0036792
Project: Sanitary Sewer Extension to serve Zaxby's Issue Date: 10/31/2013
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps; system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
, the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements , the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature
Date
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
1, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the subject project
for the 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, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
Mooresville REGIONAL OFFICE
610 East Center Ave., Suite 301
Mooresville, NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. 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.

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
OwnerlPermittee:
ta _Union County Pubirc Works
Full Legal Name (company, municipality, HOA, utility, etc.)
1b. Charles P. O'Cain, P.E.
Signing Official Name and Title (Please revie
Application Number:
(to be completed by DWR)
5A NCAC 2T e0106,b) fo
authorized signing officials
The legal entity who will own this system is:
0 Individual 0 Federal ❑ Municipality State/County 0 Private Partnership 0 Corpo
Q ld. 500 N. Main Street Suite 500 _ le. Monroe
Mailing Address City
1f. North Carolina _.. l g. 28112
Z State Zip Code
O lh. 42 704-296-4244 1i. 6 32 ij. ocain c@.n co unionc.0
.__ E-mail _ �._
Q
z
704-29
Telephone Facsimite
2. Project (Facility) Information:
2a. Sanitary Sewer Extension to serve Zaxlhy's
Brief Project Name (permit will refer to this n
3. Contact Person:
3a. Charles P. O'Cain, P.E,
Name and Affiliation of Someone Who Can Answer Ques
3b. 704-296-4244
e
tion ❑ Other (specify):
2b. Union
County Where Project is
Phone Number
Project is New ❑ Modification of an existing per
ons About this Application
3c. [e-mail]
co.union.nc.us
2. Owner is Public (skip to Item B(3))
2a, If private, applicant will be:
Retaining Ownership (Le, store, church, single office, etc ) or
❑ Leasing units (lots, townhomes, etc. - skip to item 8(P))
El Selling units (lots, townhomes, etc. - go to Item B(2b))
3. Union Coun
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewa
4a, Crooked Creek WWTP
m _
Name of WWTF
ra. Union County 5b. 8" Gravity
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main
The origin of this wastewater is (check all that apply).
E-mail
f Modification, Permit No,:
© Private (go to Item 2(a))
2b, If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction D)
❑ Homeowner Assoc./Developer (Instruction E)
ocated
Residential Subdivision
Ei Apartments/Condominiums
O Mobile Home Park
O School
Restaurant
Office
ter From This Project
4b. NC0069841
WWTF Permit Now
5c. W Q002041 8
Permit # of Downstream Sewei (Instruction F)
100% Domestic/Commercial
% Industrial
(Attach Description)
% Other
(Attach Description)
7, Volume of wastewater to be allocated or permitted for this particular project: 3,600 gallons per day
*Do not include future flows or previously permitted allocations
0 Retail (Stores, shopping centers)
❑' Institution
❑ Hospital
O Church
❑ Nursing Home
❑ Other (specify).
If the permitted flow is zero, indicate why:
Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
Flow has already been allocated in Permit No.
El Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
f'TA 08-13 ,APPLI('A`I"ION

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 (e) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f),
90 Seat Restaurant x 40 gpd per seat 3,600 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8-inch
Length (feet)
1,487
New Gravity or Additional
Force Main
Gravity
i*** 11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
z
0 Pump Station Location ID: (self chosen - as shown on planslmap for reference)
0
Longitude: Latitude:
z
0
z
a.
Design Flow Power Reliability Option
Operational Point
(MGD) GPM @TDH 1 - permanent generator wIATS; Force Main Size Force Main Length
2 - portable generator wIMTS
Pump Station Location ID:
(self chosen - as shown on plans/map for reference
Longitude: Latitude:
Design Flow
(MGD)
Power Reliability Option
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 4 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 Criteria for the Permitting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
Yes El 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
11A 08-13 APPLICATION Page 4 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? El] Yes El No NIA
Sedimentation and Erosion Control Plan? El Yes El No N/A
Trout Buffer Waiver?
Stormwater?
Yes Ej No N/A
El Yes El No 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 a.
1. Charles P. O'Cain, P.E. attest that this application forgjtarerExtensionto
serve Zaxby's 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 143-215,6A 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,
icial Signature
0
/ of tit /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
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC, REFER TO 15A NCAC 02T .0305
z
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
uj
0
Jeremia S. Murphy, P,E. ,attest that this application for Sanitary Sewer Extension to
serve Zaxby's has been reviewed by me and is accurate, comp/etc 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-
215,68, 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
2a. Jerernia S. Murphy, RE,
Professional Engineer Name
2b, Eagle Engineering, Inc,
Engineering Firm
2c. 2013A yan Buren Avenue
Mailing Address
2d, Indian Trail
City
2g. 704-882-4222
Telephone
2e, NC 21. 28079
State Zip
2h, 866-775-0329 2i. imurphy@eagleonline,net
Facsimile
E-mail
CAR
NC PE Seal, Signature & Date
ETA 0813 .APPLICATION
Page 5 of 6

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06/13)
Project Applicant Name: Union County
Project Name for which flow is being requested: Sewer Extension to serve Zaxby's
More than one FTSE May be requiredfOr a single protect ifthe owner oflhe filt7P is not responsible all ,pump
stations along the route of the proposed wcisf'waterj1ow.
1. 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
Aliflaws are in MGD
c. WWTP facility's permitted flow 1.90
d. Estimated obligated flow not yet tributary to the WWTP 0.3698
e. WWTP facility's actual avg. flow
£ Total flow for this specific request
g.. Total actual and obligated flows to the facility
h. Percent of permitted flow used
1.16
0.0036
1.5334
80.71
11. 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) TAGD MGD MGD MGD Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (0 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 < O.
Page 1 09(3
FTSE 06/13

Ccrtitication Stttt nau
Charles P. O'C ains Z . d certify to the best of iny knowledge c that the addition of
o volume of wastewater to be perm' in this project has been evaluated along the route to the
ng wastewater treatment facility and that the flow from this project is not anticipated to
and capacity related sanitary sewer overflows or overburdenany downstream purity station
ouzo to the receiving treatment plant under normal circaarnst ccs. given the implementation
he planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures usix
the best mailable data. This ccrtifi ation applies to those it sari listed above in Sections I and
plus all attached planning assessment addendua as for which l am the responsible part
Signature of this form indicates acceptance of thisastatcr flow.
061

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 FIow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S.
143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Signing Official Signature Date
Page 3 of8
FTSE 06/13

UNITED STATES
',DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY
2013 Van Buren Ave,
Indian Trail, NC 28079
[phone]
www.eagleonline.net
MATTHEWS QUADRANGL
NORTH CAROLINA
7.5 MINUTE SERIES (TOP©CRAP
SANNTAR�
XTENSION
USGS SITE MAP
SCALE: N=2J4Ci'
JOB NAME: SANITARY SEWER EXTENSION TO SERVE ZAXBY"S
CLIENT: CAROLINA EXTERIORS LOCATION: US HWY 7 4
JOB NUMBER: 2970-C-NC INDIAN TRAIL, NC

FUTURE S StT
'44114+-
2013 Van Buren Ave,
Indian Trail, NC 28079
(704) 8824222
www.eagleon! Qne.ne't
SITE VICINITY MAP
SCALE: N.T,S-
JOB NAME: SANITARY SEWER EXTENSION TO SERVE ZAXBY'S
CLIENT: CAROLINA EXTERIORS LOCATION: US IdWY 74
JOB NUMBER: 2970-C-NC INDIAN TRAIL„ Pd
,.AA

EAGLE
ENGINEERING
4N1
Project Narrative
2970 Sanitary Sewer Extension to Serve Zaxby's
• Proposed project to consist of approximately 1,487 linear feet of sanitary sewer main and will
include six (6) manholes. The sanitary sewer main extension will connect to an existing Union
County Public Works sanitary sewer (Permit #: WQ 0020418). Proposed sanitary sewer
extension is designed to convey 100% domestic sanitary sewer from a future proposed
development of a 3,850 sf restaurant with 90 seats. Flow requested for the restaurant
development is being requested now.
• Flow is calculated as follows:
(90 seat restaurant: 90 seats x 40 gpd/seat) = 3,600 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: Ms. Dee Browder
Regarding: Sanitary Sewer to serve Zaxby's
We are sending you:
Date No.
1 g 4/13
10/14/13
10/14/13
TRANSMITTAL
Date: 10/14/13
Copy of letter 0 Plans Q Prints 0 Shop Drawings
Other
Description
Cover Metter
Non -Discharge Permit Application
Copy of Non -Discharge Permit Application
Flow Tracking Form
$480.00 Check (Application Fee)
These are transmitted as checked below:
El For approval D For your use 0 As requested El For review and comments
Remarks:
Signed:
Received by:
Date:

lb
Permit Number WQ0036792
Central Files: APS SWP
10/28/13
Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Coastal SW Rule
Permitted Flow
3600
Facility
Facility Name
Sanitary Sewer Ext. to serve Zaxby's
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Union '
Facility Contact Affiliation
Owner Name Owner Type
Union County Public Works Government - County
Owner Affiliation
Edward Goscicki
Director Public Works
500 N Main St -Ste 500
Dates/Events
Monroe NC 281124730
Orig Issue
10/29/13
App Received Draft Initiated
10/16/13
Scheduled
Issuance
Public Notice Issue
10/29/13
Effective Expiration
10/29/13
Regulated Activities Requested/Received Events
Restaurant Additional information requested
Wastewater collection Additional information received
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin