WQ0034251_Regional Office Historical File Pre 2018

UNION COUNTY
DEPARTMENT OF PUBLIC WORKS
500 North Main Street, Suite 500, Monroe, NC 211.12
Phone: [phone] • Fax; [phone]
August 6, 2014
NC Dept. of Environment and Natural Resources
Mooresville Region& Office
610 E. Center Avenue
Mooresville, N.C. 28115
Ref: Quintessa, Phase 2 c-- Permit # WQ0034251, dated January 17, 2013
To whom it may concern:
Please void permit # WQ0034251, dated January 17, 2013. The proposed
gravity sewerrnain will not be constructed as approved with this permit. There will
be a new permit with a new name, different engineer and layout.
If you have any questions don't hesitate to call me at [phone]. Thank you
for working with us on this matter.
Charles P. O'Cain, P.E.
Development Program Manager
CPO,i pwb

NCDENR
North Carolina Department of Environment and N
Division of Water Quality
Pat McCrory Charles Wakild, P, E
Governor Director
January 17, 2013
Mike Garbark, P.E:, Capital Improvement Program Manager
Union County Public Works
500 N. Main Street, Suite 500
Monroe, N.C. 28112
Dear Mr, Garbark:
ur
Resources
John Skvarla, III
Secretary
Subject: Permit No, WQ0034251 {Modification)
Union County Public Works
Quintessa Ph. 2
Wastewater Collection System Extension
Union County
In accordance with your application received January 08, 2013, we are forwarding Permit No,
WQ0034251, dated January 17, 2013 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issuance until rescinded, shall void Permit No, WQ0034251 issued August 27, 2009, and shall be subject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.
Please pay particular attention to the following condition contained within this permit:
Condition 1:
The previous permitted sewer line of 7,240 linear feet is shortened by 5,024 linear feet
to a new total of 2,216 linear feet of 8" ,gravity sewer line. Also, the volume of
wastewater discharge will be modified from 2,850 gpd to a new volume of 1,425 gpd.
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 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 limiitations 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 150E of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
1517 Masi CeMce leig,., North Cacao7ina 27699.1617
Location: 512 N. Salisbury St. Raleogh, North Carolina 27604
Phone: [phone] FAX: [phone]
InternetVAr ,ncw
A EauatOpportnnwty1AffrnatveHctc©nEmployer
One
North Carolina
'aurally

It r. Mike Garbark
WQ0034251 (Modification)
If you need additional information concerning this matter, please contac
[phone] or via e-mail at [e-mail]
Sincerely,
for Charles Wakild, P.E., Director
Division of Water Quality
cc: John H, Ross, P.E., (electronic copy) Eagle Engineering, Inc.
Water Quality Central Files
PERCS (electronic copy)
Bou-Ghazale at

4FA
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 2,216 linear feet of 8-inch gravity sewer; and the
discharge of 1,425 gallons per day of collected domestic, wastewater into the Twelve Mile Creek WWTP
existing sewerage system, pursuant to the application received January 08, 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.
Previous permit was issued on August 27, 2009. This modification consists of shortening the line by
5,024 linear feet to a new total of 2,216 linear feet of 8" gravity sewer line. Also, the volume of
wastewater discharge will be modified from 2,850 gpd to a new volume of 1,425 gpd.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this the 17th day of January 2013.
for Charles Wakiid, P.E., Director
Division of Water Quality
By Authority of The Environmental Management Commission
Permit Number: WQ0034251 (Modification)
SUPPLEMENT TO PERMIT COVER SHEET

Union County Public Works is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Twelve Mile Creek
Wastewater Treatment Facility (NPDES Permit No. N[O085359) 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 15ANCAC lT; the Division ofWater Quality's (Diviaimn) Gravity Sewer Minimum Dcs|8m Criteria
adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the Fast -Track
Permitting ofPump Stations and Force Mains adopted June 1. 2000 as applicable, unless specifically
mentioned here|n. Division approval is based on acceptance of the certification provided by North
Carolina -licensed Professional Engineer inthe application, V shall be the Permit1ee's responsibility to
ensure that the as -constructed project mee1stheappnophatedesi8nch1er0aandru|es.
Construction and operation is contingent upon compliance with the Standard Conditions.
IL STANDARD CONDITIONS
1. 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 besubmitted to
the Division accompaniecl by documentation from the parties involved, and other supporting materiaIls as may
be appropriate. The approval of this request shall be considered on its merits and may or may not be
approved.
2� This permit shall beconne voidable unless the wastewater collection bdhhes are constructed in uc«nnjanoe
with the conditions of this permit; 15A NCA[ 2T; the Division of Water Quality's (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' ZOOO as applicable; and other
supporting materials unless specifically mentioned herein.
l This pernni, shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data,
4i The wastewater collection facilities shall be properly maintained and operated at all times, ThePennhzeu
shall maintain compliance with an individual system -wide collection system permit for the operation and
maintenance nfthese facilities asrequired byl5AN[ACZT.O401 |fanindividual permit isnot required, the
following performance criteria shall be met as provided in 15A NCAC 2T 0403:
a' The sewer system shall beeffectively n'mintainedandoper tedotaUti,nentoprever*dischaqgen»|andmr
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 hequency, preventative
maintenance schedule, spare parts inventory and mverNnvv response has been developed and
implemented,
d. Pump stations that are not connected to o telemetry system shal� be inspected every day(�.e- 365 days
per year). Pump stations that are connected to a telemetry system shall be inspected at least once per
week.

High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute
§143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan she 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 quality 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:
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 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 norecompliance 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,
8. 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.
10. 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*
11. 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
Project: Quintessa Subdivision Ph.2
Permit No. WQ0034251 (M dtfication)
Issue Date: 01/17/2013
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 dear 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 inwritten summary form, Permit
modifications are required for any changes resulting in non-compliance with this permit,regulations or
minimum desl!grlcriteria. Modifications should be subrnitted r'ar 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 hi Itml 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 pursuantto 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,
Panted N
e. Tit
Signature
Date
ENGiNEER'S CERTIFICATION
f Partial 0 Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (0 periodically, ❑ weekly, 0 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 Quality's (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. w._.

© 6.
LL
z
E THE TAB KEY TO MOVE FROM FIELD TO FIELD!
1. QwrtetlPe
rrrtiftee:
la. Union CountPublic Works
Full Legal Name (company, municipality, HOA, utif
• 1b. Mike Garbark, P.E. Capital Improvement Program Manager
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
lc, The legal entity who will own this system is:
£J Individual 0 Federal 0 Municipality State/County © Private Partnership 0 Corpor
ld. 500 N. Main Street, Suite 500
Mailing Address
1 f. North Carolina
State
O 1 h. 1794) 296-4239
Telephone
204) 296-4232
Facsimile
2. Project (Facility) Information:
2a,Quintessa,Ph. 2
Brief Project Name (permi
3. Contact Person:
Application Number:
(to be completed by DWQ)
er to this name
le. Monroe
1g
Zip Code
mikegar
E-mail
2b. Union
Q 3a. Mike Garbark, P,E. Ca ital trrt rovement Program Manager
Name and Affiliation of Someone Who Can Answer Questions About
County Where Project is Located
this Application
3b. [phone] _ 3c, mikegarbarkco.union,nc,us
Phone Number E-mail
1. Project is 0 New Modification (oaf an existing permit) If Modification, Permit No.: WQ0034251
2e Owner is Public (skip to Item B(3))
2a If private, applicant will be:
ci
© Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one
0 Retaining Ownership (i,e, store, church, single office, et
0 Leasing units (lots, townhomes, etc. - skip to item i3(3)
3. Union County Public Works
z Owner of Wastewater Treatment Facility (W'WTF
Q 4a. Twelve Mile Creek
Name of WWTF
Q Public Utility (Instruction C)
0 Homeowner Assoc./Developer (Instruction D
Treating Wastewater From This Project
4b. NC0085359
WWTF Permit No.
5a. Union County2ublic Works 15b. 8" Gravity
Owner of Downstream Sewer ;Receiving Sewer Size ,,0 Force Main
The origin of this wastewater is (check all that apply):
Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
0 School
0 Restaurant
© Office
WQ0023129
Permit # of Downstream Sewer (instruction E
0 Retail (Store su shopping centers)
Ej Institution
Q Hospital
0 Church
0 Nursing Home
Q Other (specify):.
7. Volume of wastewater to be allocated or permitted for this particular project.
*Do not include future flows or previously permitted allocations
8 If the permitted flow is zero, indicate why:
1©t
Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify).
-1,425 gallons per day
© Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
O Flow has already been allocated in Permit No.
O Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA 12/07

rovide 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 (f).
5LOTS @ 285 gpd=1,425 gpd
1,425 gpd (MODIFIED PERMIT)-2,850 gpd (ORIGINAL PERMIT)=-1,425gpd NET CHANGE IN THIS PHASE
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8"
• New Gravity or Additional
Force Main
'7,240-5,024 = 2,216 Gravity
W11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
z Pump Station Location ID
Design Flow
O` (MGD)
U
O
N FORMAT
(self chosen - as shown on planslmap for reference)
Power Reliability Option
Operational Point'
1 - permanent generator w/ATS; i Force Main Size
2 - portable generator wIMTS
- - - - - -1
GPM @TDH
Force Main Length
Pump Station Location ID
Design Flow
(MGD)
T
j Operational Point' Power Reliability Option
GPM @TDH 1 - permanent generator wIATS;
i 2 - portable generator w/MTS
(self chosen - as shown on plans/map for reference)
Force Main Size Force Main Length
2
Pump Station Location ID
a Design Flow
(MGD)
Operational Point
GPM @TDH
(self chosen - as shown on plans/map for reference)_
Power Reliability Option
1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
4-
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 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 Fast Track 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 0 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
FTA12107

e the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes I, No S N/A
Sedimentation and Erosion Control Plan? Yes ci No 0 N/A
Stormwater? Yes ® No 0 N/A
15, Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interfere
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: [' and provide details
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
Mike Garbark, attest that this application for Quintessa, Ph. 2 has been reviewed by me and is accurate and complete
to the best of my knowledge. I understand that if al! required parts of this application are not completed and that if all
required supporting documentation and attachments am not included, this application package is subject to being
returned as incomplete. Note. In accordance with North Carolina General Statutes 143-215.6A and 143-215,6B, 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.
la,
Signing Official Signature
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY;
N 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)
I, John H. Ross, attest that this application for Quintessa, Ph. 2 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. I further attest that to the best of my knowledge the proposed design has been prepared in accordance
with tine applicable riegulations, 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 Engineering, Inc.
Engineering Firm
2c. 2013 Van Buren Ave.
Mailing Address
2d. Indian Trail
City
2e, NC
State
2f. 28079
Zip
2g. [phone] 2h. [phone] 2i j ss t eagleonline.net
Telephone
Facsimile
E-mai
" JC PE SeaE Signature & Date
FT.A 12/07

State of North. Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant. Narne: Union County
Prtect. Name for which flow is being requested: Quintessa, Phase'?
More than one FTSE- 10/07 n ° be required fear a lira lr
pump stations along the route of the proposed waste `ate
if the owner oaf the ff TP ias ncat responsible liar all
1, Complete this section only i
a. WWTP Facility Name:
b. WWTP Facility Permit :
the owner of the wastewater treatme
"Twelve. Mile. Creek
NC0085359
n
c. WWTP facility°" permitted flow
d.. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f Total flow fir tliis specific request
g. Total actual and obligated flows to the facility
h.. Percent of permitted flow used
All tlow°s are in MOD
6.00©t0
1.5903
3.59
-0_0014
5.1789
86.32
ll. 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
Pump Station Name
None
Approx. Capacity, MGD
(Firm/Desinl
Approx. Current Avg.
Daily Flow, MGD
III. Certification Statement:
I. Mike Ciarhark. P . , certify that, to the hest e fray knowledge, the addition of the volume of
wastewater to be permitted in this project has been evvalrurted along the route to the receiving wastewater
treatment facility and that the Clow 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. 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 land ll for which I am the responsible party. Signature of this form indicates acceptance of
this. wast wate
Signing Off ci
Signature Date

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
TRANSMITTAL
Attention:
Regarding: Sanitary Sewer to serve Quintessa, Phase 2 (Modification)
We are sending you: D Copy of letter 0 Plans C Prints 0 Shop Drawings
Other
Copies Date No. Description
1 1/3113 Non -Discharge Permit Application
Date: 1/4/13
1 1/3/13 Copy of Non -Discharge Permit Application
1 1/3/13 Flow Tracking Form ett
1 122 25935 480.00 Check (Application Fee)
These are transmitted as checked below:
E For approval Ei For your use El As requested D Fo
Remarks:
Signed:.
Received by:
Date:
view and comments

Central Files: APS SWP
01/17/13
Permit Number WQ0034251 Permit Tracking Slip
Program Category Status
Non -discharge Active
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
samar.bou-ghazale
Coastal SW Rule
Permitted Flow
1425
Facility
Version
1.10
Project Type
Major modification
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Quintessa Subdivision Phase 2
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Name Owner Type
Union County Public Works Government - County
Dates/Events
Owner Affiliation
Mark Eugene Tye
500 N Church St Ste 500
Monroe NC 281124730
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
08/27/09 01/08/13 01/17/13 01/17/13
Regulated Activities Requested/Received Events
Subdivision Additional information received
Wastewater collection Additional information requested
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin