WQ0040436_Application_20181120

Central Files: APS _ SWP _
11 /20/2018
Permit Number WQ0040436
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
ori.tuvia
Coastal SWRuIe
Permitted Flow
6,912
Facility
Facility Name
Mecklenburg Swim Association
Location Address
Owner
Owner Name
Union County
Dates/Events
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Type
Government - County
Owner Affiliation
Cindy Coto
500 N Main St
Monroe NC 28112
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
11 /20/2018 11 /16/2018 11 /20/2018 11 /20/2018
Regulated Activities Requested /Received Events
Wastewater collection Additional information requested
Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

Union County Public Works
500 North Main Street
Suite 400
Monroe, NC 28112
T. 704-296-4210
www.unioncountync.gov
Transmittal
To: NC Department of Environmental Quality
Division of Water Resources - Mooresville Regional Office
610 East Center Avenue
Mooresville, N.C. 28115
RFCENED/NCDENR/DWR
NOV 1 G 2018
WQROS
MOORESVILLE REGIONAL OFFICE'
Attention: Date: November 13, 2018
Regarding: Sanitary Sewer to serve Mecklenburg Swim Association
We are sending you: ❑ Copy of letter ❑ Prints ® Other
❑ Plans ❑ Shop Drawings
Copies
Date
No.
Description
1
11/5/18
Cover Letter
1
11/8/18
Fast Track Application
1
11/8/18
Copy of Fast Track Application
1
USGS Topo Map
1
Street Level Map
1
11/8/18
Flow Tracking Form
1
11/3/18
4230
$480,00 Check (Application Fee)
These are transmitted and checked below:
0 For approval ❑ For your ❑ As requested ❑ For review and comment
use
Remarks:
Signed: Q Peter W. Brown
Received by: Date:
- J@�oN "CDG'I'AA
ear, a
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9TH CAPp�

1318-e6 central ave. P 704.334.3303
charlotte, nc 28205 F 704,334.3305
44i"E�19t! 86L} IDW R
NOV 16 2018
WOROS
MOORESVIU.E REGIONAL. OFFICE
Date: November 05, 2018
To: NCDEQ - Division of Water Resources
Attn: Fast Track Sewer Permitting
610 East Center Ave, Suite 301
Mooresville, NC 28115
Re: Mecklenburg Swim Association
U DP Project #: 18-081
Whomever it may concern,
The attached Fast Track application is being submitted for a proposed commercial
development, referred to as Mecklenburg Swim Association. The site is located along Chestnut
Parkway in Indian Trail, North Carolina. The proposed project includes one building and
associated parking lot which will be used as a fitness center.
Provided within the submittal package:
• Cover letter
Application fee amount ($480.00)
• Completed FTA 04-16 application
• FTSE 04-16 Flow Tracking/Acceptance Form
• 7.5 USGS Quad Map
Street Level Map
Please feel free to contact me via email([e-mail]) or by phone at (704)
334-3303x105 with questions pertaining to this project.
Thank you,
Lauren Thomas
Urban Design Partners
CIVIL ENGINEERING LAND PLANNING

State of North Carolina
NIP DWDepartment of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
I'll
Application Number: V g, (tobecomptetedby DWR) NOV 16 2018
All items must be comnleted or the anolication will be returned WORO
1. APPLICANT INFORMATION: tt40ORESVILLE REGIONAI.OFFICE
1. Applicant's name: Union County (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ® State/County ❑ Municipal ❑ Other
3. Signature authority's name: Crystal O. Panico. P.E. per 15A NCAC 02T .0106(b)
Title: New Development Program Manager
4. Applicant's mailing address: 500 North Main Street. Suite 400
City: Monroe State: N_Q Zip: 281 l2-_
5. Applicant's contact information:
Phone number: (7Q4) 296-4.L32 Email Address: crystal.panico &..unioncountyme.gov
11. PROJECT INFORMATION:
1. Project name: Mecklenburg Swim Association
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000_ and issued date:
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: 11nim
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.085454' Longitude: - 0 7°
5. Parcel ID (if applicable): Portion of07-105-005
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
L Professional Engineer: Brian D. Smith License Number: 27890
Firm: Urban Design Partners, LLC
Mailing address: 1318 Central Avenue, Suite E6
City; Charlotte State: NC Zip: 28205-_
Phone number: (194) 3;i4-3M Email Address: brian((kirbandesignpartners.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Crooked Creek WWTP Permit Number: NCO069841
Owner Name: Union County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00034246 Downstream (Receiving) Sewer Size: $ inch
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s): Union County
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ® Other
�A Fitness Center
5. Nature of wastewater: 1W% Domestic/Commercial % Commercial
_ % Industrial (See I5A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No
➢ If yes. provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(1)
Daily Design Flow''"
No. of Units
Flow
Fitness Center
50 gal/100 SF
13,824 SF
6,912 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
6,912 GPD
a See 15A NCAC 02T .0114(b). (d). (e)(I) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table I5A NCAC 02T.01141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 6.912 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers);
1. Summarize gravity sewer to be permitted:
Size (Inches)
Length (feet)
Material
8"
386.47
SDR-35
8"
125.84
SRD-26
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude:
3. Design flow of the pump station: _ millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): _ gallons per minute at _ feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B).
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (g)
D 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter'
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches)
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
*"Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(u) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ ""Stream classifications can be identified using the Division's NC Surface Water Classifications webpaee
➢ If noncompliance with 02T.0305(f) or (e), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
D See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200'7 ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permittine Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional pertnits/certifications)?
® Yes [-]No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc,).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
Inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with I SA NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version). and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the reauest is required prior to submittal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
I Brian D. Smith attest that this application for
(Professional Engineer's name from Application Item Ill.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering 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 (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). 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 General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package 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.
.............I
North Carolina Professional Engineer's seal, signature, and date: 10 AXA CARO '
0 FESS/6'.. L '
2.QQ0 Ny�.9
:►ice .:
N D.
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, Crystal O. Panico, New Development Program Manager attest that this application for
Authority's name & title from Application Item I.3.)
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. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.611, any person who knowingly makes any false
statement, representation, or certification in any application package 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.
Signature: 10�Date: ///P 1
FORM: FTA 04-16 Page 5 of 5

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USGS TOPOGRAPHIC MAP
MATTHEWS QUADRANGLE
NORTH CAROLINA
7.5-MINUTE SERIES

STREET MAP

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Dhlsion of Water Rv,omrrec Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Union County
Project Name for which flow is being requested: Mecklenburg Swim Association
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: Crooked Creek WWTP
b. WWTP Facility Permit #: NC0069841
All flows are in MGD
c. WWTP facility's permitted flow 1.90
d. Estimated obligated flow not yet tributary to the WWTP 0.3046
e. WWTP facility's actual avg. flow 1.0092
f. Total flow for this specific request 0.0069
g. Total actual and obligated flows to the facility 1.3207
h. Percent of permitted flow used 69.51
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)
Design
Pump
Average Daily
Station
Firm Flow**
(Name or
Capacity, * (Firm / pf),
Number)
MGD MGD
N/A
(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***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pi) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Crooked Creek WWTP
Downstream Permit Number: WQ0034246
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Crystal 0. Panico certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing
Page 2 of 6
FTSE 04-16