WQ0041161_Application_20190913

LST. 1842
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
RECE-IVEDINCDENRIDWR
SEP (11
WORDS
MOORESVILLE REGIONAL OFFICE
Attention: Date: September 5, 2019
Regarding: Sanitary Sewer to serve Union County Athletic Complex (Public Portion)
We are sending you: ❑
Copy of letter
❑
Prints ❑x Other
❑
Plans
❑
Shop Drawings
Copies
Date
No.
Description
1
8/19/19
Cover Letter
1
8/30/19
Fast Track Application
1
8/30/19
Copy of Fast Track Application
1
Topo Map
1
Street Level Map
1
8/30/19
Flow Tracking Form
1
7/16/19
51452
$480.00 Check (Application Fee)
These are transmitted and checked below:
For approval ❑ For your ❑ As requested ❑ For review and comment
use
Remarks:
Signed: lla� I)`✓�9 Peter W. Brown
Received by: -� Date:
c
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Date: August 19, 2019
Project: Union County Athletic Complex
Location: Monroe, Union County, North Carolina
Please accept the following documents for the public sewer submittal:
Submittal contains the following:
• FTA Application - 1 Original and 1 Copy
• FTSE
• Cover Letter (provided)
• USGS Map
• Street Level Map
• Review Fee of $480
Project Description
The proposed public sanitary sewer system provides sanitary sewer outfall for the
private system which will serve the Union County Athletic Complex. The proposed
uses which will drain to this public system include an athletic building, restrooms,
and concessions building. The system includes (2) manholes and approximately
186 If of 8" public sewer line. The system will be connected to Union County Public
Works infrastructure at an existing sanitary sewer manhole located within the
public right-of-way of Coral Bell Court. The calculated daily sewer consumption
rate for the contributing uses will be 26,175 gpd.
Sincerely,
The John R. McAdams Company, Inc.
Stuart Woodard, PE
Project Engineer
Enclosures
creating experiences through experience 3430 Toringdon Way, Suite 110, Charlotte, NC 28277 / 704. 527. 0800

State of North Carolina
DWR Department 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
�%(\ "EC�:i�,`I"L�lNC;[�EhdF�!(�WR
Application Number: I� N lt(J W,(� I L I (to he completed by DWR)
)PP 9 ' 111
All items must he completed or the application will be returned
I. APPLICANT INFORMATION: WORE')"
MOORFSVIIA1 REGIONAL OFFICE
1. Applicant's name: Union (;uuntxl'ublic Wurlts (company, municipality, IIOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ® State/County ❑ Municipal ❑ Other
3. Signature authority's name. Crystal 0. Panico per 15A N_< ,AC_tr?1 .(1106(w
Title: New Ilcvelctpnwnt Program Nlanaiter
4. Applicant's mailing address: S00 North Main Street. Suite 400
City: Monroe State: NC Zip: 28112 _
5. Applicant's contact information:
Phone number: [phone] Email Address: crystal.panico(rzunioncountync.xgv
It. PROJECT INFORMATION:
1. Project name: Union Count vAthleticComplex
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00__ and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Union
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.0178' Longitude:-80.6439'
5. Parcel ID (if applicable): 09-399-105-01
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Stuart Woodard. PE
License Number: 046788
Firm: McAdams
Mailing address: 3430'1'o• q don Way. Suite 110
City: Charlotte State: NC Zip: 28277-
Phone number: [phone] Email Address: w odarcl rbnnc datnsc .coo
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Twelve Mite Greek Permit Number: NCO085359
Owner Name: Union Count�Public Works
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0017327 Downstream (Receiving) Sewer Size: 8 inch
Sy.tc'tn Wide Collection System Permit. Number(s) (if al),tltt �,lc), WQCS
Owner Name(s): Union County
FORM: FTA 04-16 Pagel of 5

VI. GENERAL REQUIREMENTS
l . If the Applicant i s a Privately -Owned Public Utility, has a Certificate o f 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' Assoeiatiost, has an Operational Agreement (FORM: FiOA) 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 (Explain in Attachment)
5. Nature of wastewater: % Domestic/Commercial 100 % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
l —`oIs there a Pretreatment Program in effect'? ❑ Yes No
6. Has a flow reduction been approved under 15A NCAC 021-.0114(f)? ❑ Yes ®No
➢ If ves, provide a copy of note reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.0114(f))
Daily Design Flow a"
No. of Units
Flow
Restaurant (Full Service)
Athletic Facilities (Fields, Courts, Lanes)
Offices
Public Access Restrooms & Locker Rooms
Park (with restroom)
Total
0 GPD
a See l5A NCAC 021.01 14(b), (d)_ (c}(1) 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 15A NCAC 02T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A N AC 021' .01 14)
➢ Do not include future flows or previously permitted allocations
If permitted flow is Zero, indicate why:
❑x 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: ETA 04-16 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02`l' .0305 & NIDC. (C,ravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
8
Length (feet)
185.83
Material
SDR 35
Section 11 & 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
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) -- 02T .0305 & NIDC (Pump Stations/Force Nlains):
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:
4. Operational point(s) of the pump(s):
millions gallons per day (firm capacity)
gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be pennitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 1rn5AnN(AC 02_wl'_fl305(hj(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(t)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (u) ® Yes [—]No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
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, W S-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 2 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 021.0305(u) contains alternatives where separations in 02T.0305M cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpaue
➢ If noncompliance with 02T.0305(1) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® N/A
➢ 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 setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105 c( )(6) (additional permits/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 ® N/A
➢ 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:
1. Does the submitted system comply with 15A 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 request is required prior to submittal of the Fast Track Application and supportinE documents.
2. Professional Engineer's Certification:
I, :5T iSy y Waer.,%� attest that this application for
(Professional Engineer's name from Application Item III.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 143-215.613, 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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
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(Signature Auto y'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 143-215.6B, 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.
Signature: s /21,) Date:
FORM: FTA 04-16 Page 5 of 5

N
UNION COUNTY ATHLETIC COMPLEX "
USGS TOPO MAP
0 1,000 2,000 4,000 PROJECT #: UAC-15000
Feet
inch — 2,000 feet MONROE, NORTH CAROLINA DP, '''

A
250 500
1 inch = 500 feet
UNION COUNTY ATHLETIC COMPLEX
SITE AERIAL MAP
1,000 PROJECT #: UAC-15000
Feet
MONROE, NORTH CAROLINA
m 4

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Later Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Union County
Project Name for which flow is being requested: Union County Athletic Complex (Public)
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: _
b. WWTP Facility Permit #
Twelve Mile Creek WWTP
NCO085359
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
6.0* Does not include 3
MGD diversion to 6 Mile
1.7981
4.10
0.000
5.8981
98.30
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 Pump
Average
Approx. Not Yet Total Current
Station Station
Firm Daily Flow**
Current Tributary Flow Plus
(Name or Permit
Capacity, * (Firm / po,
Avg. Daily Daily Flow, Obligated
Available
Number) No.
MGD MGD
Flow, MGD MGD Flow
Capacity***
N/A
* The Firm Capacity (design flow) 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, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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): Twelve Mile Creek WWTP
Downstream Permit Number: WQ0017327
Page 1 of 6
FTSE 10-18

I1I. Certification Statement:
I Crystal O. Panico, PE 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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
New Development Program Manager
Title of Signing Official
Page 2 of 6
FTSE 10-18