WQ0038261_Regional Office Historical File Pre 2018

N/oterResourres
Fw,WpwMo*,(. Qv^ury
February 5,I016 '
Ms. Crystal Panico New Development Program Manager
Union County Public Works
500N. Main Street, 6oite40O
Monroe, N[28l1I
Dear Ms. Panioo:
PAlMCCR0BY
DONALDD.VAN DER V&A8T
'
S.JAY ZlMME&M&N
,
Subject: Permit No. VVC%l0382G1
Union County Public Works
MSA Swim Center
Wastewater Collection System Extension Permit
Union County
In accordance with your application received January Zg, 2016, we are forwarding herewith Permit No.
WQ0038261 dated February 5, 2016, to Union County Public Works (Permittee) for the construction and
operation upon certification of the subject wastewater collection system ex1ension. This permit shall be
effective from the date of issuance until rescinded and shall be subject to the conditions and limitations
as specified theoein. This cover letter ohgU be considered a part of this permit and is therefore
incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
[ondition||.l: This permit shall not be automatically transferable; a request must be made and
approvco.
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 t0the Pe,rnittee.
M shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to com/lymay result inpenalties \oaccordance with North
Carolina General Statute8143-215.6A through §143-2%�6C,construction of additional orreplacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office ofAdministrative Hearings, 6714Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall befinal and binding.
State "/ North cma""|Environmental V"ali*|Water n"souroe*|Water Quality Regional or=mti"rt,5
Mooresville Regional offimmoEast c"nt"Avenue, Suite m1|mvm~-sv.ne,North nar"linuzv115
r0w663/*ry

|fyou need additional information concerning this matter, please contact Barry Love at (704)235-214]
or via e-mail at [e-mail].
bvVV.Corey Basinger, Regional8upen/isor
Water Quality Regional Operations Section
Mooresville Regional Office
Division ofWater Resources, NCDE{l
cc Brian [LSmith, P.E.(e-coov)
Regional Office Files
Water Resources Central Files
Page 2 of 8

Environmental
Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to
Union County Public Works
Union County
for the construction and operation of approximately 202 linear feet of 8-inch gravity sewer, to serve a
13,500 square foot swim center as part of the MSA Swim Center project, and the discharge of 6,750 gallons
per day of collected domestic wastewater into the Union County Public Works existing sewerage system,
pursuant to the application received January 29, 2016, and in conformity with 15A NCAC 2T; the Division's
Gravity Sewer Minimum Design Criteria adopted February 12,1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting data subsequently filed and approved by the Department of
Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0038261
Permit Issued: February 5, 2016
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Union County Public
'Shereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected bvthis system shall be treated in the Charlotte Water McAlpine Creek
Wastewater Treatment Plant in accordance with Permit Number NCO024970.
Permitting of this project does not constitute anacce�ptance ofany part ofthe project that does not meet
ISA N[A[3T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12,1996 as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1,2Q0Q asapplicable, unless specifically mentioned herein, Division approval
is based Onacceptance ofthe 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, 6,750 gallons per day, shall be made tributary to
the subject sewer system until an application for permit modification for an increase in flow has been
submitted toand approved bvthe Division. [1SA0CACOJT.O384/b8
2. This permit shall become voidable unless the agreement between Union County Public Works and
Charlotte Water for the collection and final treatment of wastewater is in full force and effect. (15A
°
11.STANDARD CONDITIONS
1. This permit is not transferable, In the event there is a desire for the wastewater collection facilities
to change ownership, or theme is a name change of the Pennhtee, a fQmna| permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials asmay beappropriate, The approval nfthis request shall beconsidered onits
merits and may ormay not beapproved. [1SANC4CO2T.UIU4;G.S143'Z15.l<d]\]
This permit sbeU 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 Februaryl2, 1995, msapplicable; 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 beeffective only with respect tothe nature and volume of wastes described iothe
application and other supporting data. [15A NCAC 02T 0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Page 4 of 8

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)]:
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 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
- of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (I) of this Rule fora minimum of three
years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24,
following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any 550 and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part 1 of Form. CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control, [G.S. 143-215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
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 theconstruction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S.143-
215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PGRNQIT7EE:
PERMIT #:
PROJECT:
ISSUE DATE:
Union County Public Works
VV[10038261
M3ASwim Center
`
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 o violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permbtee is responsible for tracking all partial certifications up
umd| a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless ofwhether partials have been submitted.
pEeMnTEE"SCcRTMCAT|QN
|, the undersigned agent for the PenniDee' hereby state that this project has been constructed pursuant
10the applicable standards 8'requirements, the Professional Engineer below has provided applicable
design/construction information to the Pernmittee, and the Pe,mUtee in prepared to operate & maintain
the wastewater collection system permitted herein orportions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
|, , as duly registered Professional � in the State ofNorth Carolina,
h/��b�na�����obe���� �/[|�7w���F� 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; 164 NCACO2T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12°
1996,asapplicable; the Division's Minimum Design Criteria for the Fast -Track Permitting ofPump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Sea|e/signature &date:
rlFi`a| ——ParUm|(imcludedescription)
Certification Comments/Qualifiers if :
stat=vavorth Carolina |s°~""me"ta]Quality | Water nq°==`|Water Quality Regional onm=aow
MooTesville n°Lo" moffi=/womstc"mer^°en"e,auit°3o,|w"°esvine,w"rlhcar""mzu/o

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner/Permittee:
a. Union County
Full Legal Name (company, municipality, HOA, utility, etc.',
lb. Crystal Panico, New Development Program Manager
Signing Official Name and Title (Please review 15A NCAC 2T ,0106 (b) for authorized signing officials)
1 c. The legal entity who will own this system is:
EJ Individual 0 Federal 0 Municipality ® State/County 0 Private Partnership ID Corpor2lbi
Application Number:
(to be completed by DWR)
O 1 d. 500 North Main Street, Suite 400
LL Mailing Address
1 f. NC
Z State
O 1 h, [phone]
Telephone
2. Proie+y; (Facjlity) Inf
2a. MSA Swim Center
Brief Project Name (permi
Contact Person:
Crystal Panico, PE
Name and A
3b. [phone]
Phone Number
[phone]
Facsimile
ormation:
fer to this name)
Monroe
City
1g. 28112
Zip Code
crystal.pan
union
E-mail
2b. Union County
County Where Proje
s Located
n Answer Questions About this Application
3c. [e-mail]
E-mail
Project is New I Modification (of an existing permit) if if Modicr : icatron, Permit No.:
Owner is l
Public (skip to Item B(3))
❑ Private (go 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))
2b. If sold, facilities owned by a (must choose one)
El Public Utility (Instruction D)
© Homeowner Assoc./Developer (instruction E)
O 3. Charlotte Water
Owner of Wastewater Treatment Facility WWTF Tre ting Wastewater From This Project
4a. McAlpine Creek WWTP
Name of WWTF
5a. Union County Sb. 8" ar Gravity
Owner of Downstream Sewer Receiving Sewer Size °* Force Main
6, The origin of this wastewater is (check all that apply):
© Residential Subdivision
© Apartments/Condominiums
© Mobile Home Park
0 School
0 Restaurant
© Office
4b. NC0024970
WWTF Permit No.
WQ0020517
Permit # of Down
O Retail (Stores, shopping centers)
© Institution
0 Hospital
0 Church
© Nursing Home
Other (specify): Fitness Center
100 % Domestic/Commercial
n F)
Industrial
(Attach Description)
% Other
(Attach Description)
Volume of wastewater to be allocated or permitted tor this particular project: 6,750 gallons per day
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 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 it a permit is required)
FTA 10-14 APPLICATION
Page 4 of 6

0
z
0
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T Q114 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),
50 gal/100 sf x 13,500 sf = 6,750 gpd
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
Length (feet)
202
New Gravity or Addit�run
Force Main
New gravity
Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude:
Latitude:
Design Flow Operational Point Power Reliability Option
(MGD) GPM ITDH 1 - permanent generator wWATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID:
(self chosen - as shown on plans/map for reference)
Longitude: Latitude: y _
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
- permanent generator wIATS; Force Main Size Force Main Length
2 - portable generator wIMTS
12. r''iil the wastewater flo 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 8,12 please contact the Central Office PERCS Unit)
13, Does the sewer system comply with the Minimum De i n Criteria for the Permitting of Pump Station and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
Yes [] No
If No, complete and submit the Variance Alternative Design Request VADC 10-14) application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
ETA 10-14 AP'Pt,ICAT1ON
Page 5 of 6

14, Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings General Permit or 401 Certification? ❑ Yes ❑ No ❑ N/A
Yes ❑No ❑NIA
❑Yes ❑No El N/A
Z Yes ❑ No ❑ NIA
Sedimentation and Erosion Control Plan?
Trout Buffer Waiver?
Stormwater?
15. Does this project include any high priority lines (15ANCAC „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: ❑ and provide details:
OwnerlPermittee''s Certification: (Signature of Signing Official and Project Narrre)
1, Crystal Panico, attest that this application for MSA Swim Center 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 143-215.6A 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.
Sign
Signature
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
CI) 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)
1, Brian Smith, attest that this application for MSA Swim Center 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 the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 and the watershed classification in accordance with Division guidance. Although other professionals may have
developed certain portions of this submittal package, inclusion of these materials under my signature and seal signifies
that 1 have reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with
NC General Statutes 143-215.6A, and 143-215 6B any person who knowingly makes any false statement, representation,
or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well as civil penalties up to $25,000 per violation.
2a, Brian D. Smith, P.E.
Professional Engineer Name
2b. Urban Design Partners, LLC,
Engineering Firm
2c, 1318 Central Avenue, Suite E6
Mailing Address
Charlotte
City
NC 2f. 28205
Zip
State
2g. (704) 334-3 03 2h, [phone] 2i. trr an urbandesi ppartners.com
Telephone
Facsimile E-m
NC PE Seat, Signature & ©ate
FTA 10-14 APPLICATION
Page 6 of 6

January 20, 2016
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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: MSA Swim Center
More than one FTSE may be 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: McAlpine Creek
b. WWTP Facility Permit #: NC0024970
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
0.0068
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***
N/A
* 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 (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < O.
Page 1 ofA3
FTSE 08-13

Certi
ation Statement:
I William Grant certify to the best of my knowledge that the addition of
the volume of wastewater to be pertrtitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of thitrrn indicates acceptance of this wastewater flow.
-Ffr 0 n ? 6'
Date

FTSE PLANNING ASSESSMENT ADDENDUM (FAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
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

CHARLOTTE
W .TER
December 14, 2015
Mr. Peter Brown
Union County Public Works
500 N Main St
Suite 400
Monroe, NC 28112
SUBJECT: SEWER FLOW ACCEPTANCE
MSA SWIM CENTER
UNION COUNTY PID# 06-201-007
CLTWATER TRACKING# 20151367
A flow acceptance study of the subject site has been completed and the following has been determined,
Charlotte Water (CLTWater) agrees to accept the gravity sewage flow of 6,750 gallons per day (13,500 ft'
swim center x 50 gpd/100 ft') from this project for transmission to the McAlpine Creek Wastewater
Treatment Plant; NPDES permit number NC0024970, for treatment. This acceptance of flow is based
upon the existing capacity of the designated publicly owned treatments works. Please see the attached
NC DENR FTSE form.
Due to the involvement of other agencies and continuing growth of the sewer system, the ability to
provide service for future projects cannot be guaranteed nor reserved. Connection to the CLT1Nater and
sewer system isaccepfed on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. he the appropriate
authorization to construct permits are not obtained and construction has not started within one ft) year of
issuance of this flow acceptance study this approval shall be rescinded and a new flow acceptance study
must be made. If you have any questions, you may contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte Water 5100 Brookshire 6ivrt, Charlotte, NC 28216 charlottewater.org
d
y
Charlotte

itaz,di; i sr i \Vtw=.r, it
ti
-.411111111111111.1111111111111
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-1.3)
Project Applicant Name. Unzan County Public Work
Project Nance for which flow is being requestedtsA
More than one VISE may he required for a single project if the ow
stations along the route of the proposed wastewater flow.
iP is not responsible for all pump
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine c
k, Irwin Creek, Sugar Creek WWTP
b. WW1P Facility Permit f: NC002497ii NC0024945, NCO24937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e, WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility'
h, Percent of permitted flow used
All flows are in MGD
99.Q
.1 59D
6.7,5©8
76.
7
Il. 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 c©rmecti
Pump
Station
(Name or
Number)
Six
Firm
Capacity,*
MGD
* The Firm Capacity ot'un y
pump station is defined as the p
n eclfl
can be achieved with the largest pump taken out of service. owt
factor (pf) not less than 2.5.
** Design Average Daily Flow is the firm capacity of the pump statio
n divided by ,
***A Planning Assessment Addendum shall be attached for each
Pump station
between the project connection point and the WWTP where the
Available Gap
?age 1 ef 6
(A)
Design
Average Daily
Flow**
(Firm / pO',
IktGD
point and the W VTP:
(B)
(C) (D)=(fl+C
Obligated, ) ()T(AD)
Approx. Not Yet
Current Avg. TTotal CPruent
Tributary Flow Plus
Daily Flow, Daily Flow,
MGD obligated Available
MGD
Flow Capacity***
0 177
4 597

III. Certification Statement:
I &t 1 Wt 9 11 certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with Ioca1 established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature oft 's form indicates acceptance of this wastewater flow.
Signing Of 'al SVI/ 0(
ignature Date
Page 2 of 6
FTSE 08-13

MSA SWIM CENTER
FAST TRACK APPLICATION
COVER LETTER
PROJECT No. 15-O35
PREPARED BY:
URBAN DESIGN PARTNE!* SS
1318-E6 CENTRAL, AVENUE
CHARLOTTE, NORTH CAROL,INA 28205
[phone]

MSA SWIM CENTER
FAST TRACK APPLICATION
COVER LETTER
PROJECT No. 15-035
APPLICANT
Mecklenburg Swim Association
Peter Perers
3928 Pemberton Drive
Charlotte, NC 28210
704-620-2439
ENGINEER
Urban Design Partners
Brian D. Smith, P.E.
1318-E6 Central Avenue
Charlotte, NC 28205
704-334-3303
704-334-3305 (fax)
PROJECT LOCATION
The 2.0-acre site is located along Tom Short Road in Union County, NC, roughly 580
linear feet southwest of the intersection of Rea Road (SR 1316) and Tom Short Road (SR
3628).
PROJECT DESCRIPTION
Mecklenburg Swim Association is constructing a 13,500 square foot swim center. The
building will be served by public sewer Iines that connect to an existing public sewer
main in the adjacent neighborhood, Hunter Oaks Subdivision.
The sanitary sewer design for this project includes the installation of 202-linear feet of 8-
inch PVC and two proposed manholes. The estimated wastewater flow was calculated
using an average daily flow of 50 gallons per day per 100 square feet of building. The
estimated wastewater flow is 6,750 gallons per day.

UNION COUNTY PUBLIC WORKS
500 N, Main Street, Suite 500
Monroe, NC 28112
704/296421 d
Fax [phone]
To: NC Department of Environment and Natural Resources
Mooresville Regional Office
610 East Center Avenue
Mooresville, N,C, 28115
Attention:
Regarding: Sanitary Sewer to serve MSA Swim Center
We are sending you:
Copies
Date
TRANSMITTAL
Date: 1/26/16
C Copy of letter C Plans Prints 0 Shop Drawings
Other
No, Description
1 1/26/16
1 1/26/16
1 11/9/15
1 12/14/15
1 12/10/15
1 1 `21/16 5017
Cover Letter
Fast Track Application
Copy of Fast Track Application
UCPW Flow Tracking Form
CMU Acceptance Flow Letter
CMU Tracking Form
$480,00 Check (Application Fee
These are transmitted as checked below:
Z For approval For your use Q As requested 0 For review and comments
Remarks:
Signed:
Received by:
Date:

Central Files: APS SNP
2/5/2016
Permit Number WQ0038261 Permit Tracking Slip
Program Category Status Protect Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.Iove
Coastal SWRuIe
Permitted Flow
6,750
Facility
Version PermitCfassification
1.00 Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
MSA Swim Center Minor Mooresville
Location Address County
Union
Facility Contact Affiliation
Owner
Owner Name Owner Type
Union County Government - County
Owner Affiliation
Cindy Coto
Dates/Events
500 N Main St
Monroe
NC 28112
Orig Issue
2/5/2016
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
1/29/2016 2/512016 2/5/2016
Regulated Activities Requested !Received Events
Wastewater collection Additional Information requested
Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

PAT MCCRORY
Governor
DONALD R. VAN DER VAART
.Secrel#y
S. JAY ZIMMERMAN
Water Resources Director
ENVIRONMENTAL QUALITY
As built check list (reference 2T .0300)
Reviewed By: Barry Love
Review Date: 10/10/2016
Project Name: MSA Swum Center
WQ#: WQ0038261
County: Union
1) As -built has been signed, sealed, and dated by an N.C. PE ® Yes ❑ No
2) Adequate information related to sewer lines :
Note that per the 2T and MDC, there is a minimum 8" for public gravity or minimum 6" for
private gravity, Three (3) feet minimum cover shall be provided for all sewers unless ferrous
material pipe is specified. Manholes shall be installed: at the end of each line, at all changes in
grade, size, or alignment, at all intersections, and at distances not greater than 425 feet, minimum
diameter of manholes shall be 4 feet (48 inches). ® Yes n No n N/A
3) Adequate information related to pump stations:
Ensure power reliability option is selected (15A NCAC 02T.0305(h)). ❑ Yes ❑ No ® N/A
4) Is Project design is in accordance with (see section B.13 of FTA 12-12)
15A NCAC 02T Gravity Sewer Minimum Design Criteria (latest version), Minimum Design
Criteria for Permitting of Pump Stations and Force Mains (latest version). ® Yes n No n N/A
If no, a variance approval is required per the requirements of 15A NCAC 02T.0105(b)
❑ Applicant must submit TWO copies of the plans, specifications, and calculations
❑ Contact the Central Office to discuss the variance request to determine a course of action.
The central office will review the variance request, and if approvable, specific language
regarding the variance will be forwarded to the Regional Office reviewer to incorporate into the
permit. A copy of the variance letter (or email correspondence) should be kept with the
application file.
5) Project contains high priority lines (15A NCAC 02T .0402(2)) ❑ Yes ® No
If Yes, insure that the permit contains the necessary condition related to high priority lines 15A
NCAC 02T.0403 (a)(5)
6) Is the Sewer As -built length within 10% of the fast track applied Length?
(I Original Length of pipe — As built length I / Original length) < 10%. ® Yes ❑ No
If no application need to be modified
State of North Carolina I Environatental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

PAT MCCRORY
DONALD R. VAN DER VAART
sectetamy
S. JAY ZIMMERMAN
rare. ror
October 10, 2016
Ms. Crystal Panico, New Development Program Manager
Union County Public Works
500 N. Main Street, Suite 400
Monroe, NC 28112
SUBJECT: Final Engineering Certification Acknowledgement
Project: MSA Swim Center
Permit No. WQ0038261
Permittee: Union County Public Works
County: Union
Dear Ms. Panico:
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on September 29, 2016.
Enclosed is a certification page for your records. A full review of the certification materials may
or may not be conducted. It is assumed that receipt of this certification indicates compliance with
all regulations, design criteria and the permit. However, if a full technical review is conducted,
you will be notified of any items of non-compliance.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portal ncdenr.org/web/wq/swp/ps/cs/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Barry Love
Environmental Specialist
cc: Mr. Brian Smith, P.E., (Urban Design Partners, 1318 Central Ave., Suite E6, Charlotte, NC
28205)
Central Files
MRO
State of North Carolina 1 Environmental Quality 1 Water Resources
610 E. Center Avenue, Suite 301, Mooresville NC 28115
Phone. 7&4663-1699 \ Internet: www.ncdenr.gov

117
' FAST TRACK SEWER ENGINEERING CERTiFtCAT 1ON
PERMITTEE: Union County Public Works
PERMIT ##: WQ0038261
PROJECT: MSA Swim Center
ISSUE DATE: February 5, 2016
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shah be a comptete set of record drawings and
design calculations regardless of whether partials have been submitted.
P RMITTEEtS 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.
Crystal Panic°,
Development Program Manager
Printed Name, Title ( ,, " Signa`ture oat"e
ENGINEERS CERTIFICATION
Brian Smith as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe (j periodically, ® weekly, full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996,.as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
0 Final
0 Partial (Include de al
Certification Comments/t ualiflers (attach If necessary):
slily 1 Water Resources l Water
ter Avenue, Suite 301 1 Moores
704 663 1699
Iity Regional Operations
, North Carolina 28115

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
We are sending you:
Copies Date
1 9/22/16
1
ewer to serve MSA Swim Center
TRANSMITTAL
fl Copy of letter Z Plans D Prints
5< Other
No, Description
MSA Swim Center Final Asbuilts
MSA Swim Center Fast Track Certification
Date: 9/27/16
L Shop Drawings
These are transmitted as checked below:
1 For approval
[IJ For your use As requested
Remarks: Thanks and take care,
Signed:
For review and comments
Received by: Date:

..:. '•f 4
Di.vlslon of Water Iltesokircel
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 Public Works
Project Name for which flow is being requested: MSA Swim Center
More than one FISE may be required for a single project if the owner of the WIFTP 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 FaciIityName: McAlpine Creek, Irwin Creek, Sugar Creek WWTP
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. TotaI flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
99.0
A 990
67.508
0.00675
75.105
76.9%
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:
Pump
Station
(Name or
Number)
Six Mile
Firm
Capacity,*
MGD
14.90
(A)
Design
Average Daily
Flow**
(Firm / pf),
MGD
(B) (C) (D)=(B+C) (E)=(A-D)
Obligated,
Approx. Not Yet Total Current
Current Avg. Tributary Flow Plus
Daily Flow, Daily Flow, Obligated Available
MGD MGD Flow Capacity***
5.96 4.419
0.177 4.597 1.362
* 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 (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Page 1 of 6
FTSE 08-13

III. Certification Statement:
619 n certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and IT
plus all attached planning assessment addendums for which I am the responsible party.
Signature of t 's form indicates acceptance of this wastewater flow.
6
Signing Of al Signature
Page 2 of 6
7/',
Date
FTSE 08-I3