WQ0041640_Application_20200427

EST. 1842
Union County Public Works
500 North Main Street
Suite 400
Monroe, NC 28112
T. 704-296-4210
www.unioncountync.gov
Transmittal
RECEIVED/NCDENR/DWR
APR 24 202T
WQROS
MOORESVILLE REGIONAL OFFICE
To: NC Department of Environmental Quality
Division of Water Resources - Mooresville Regional Office
610 East Center Avenue
Mooresville, N.C. 28115
Attention: Date: April 23, 2020
Regarding: Sanitary Sewer to serve Poplin Meadows Phase II
We are sending you: ❑ Copy of letter ❑ Prints ® Other
❑ Plans ❑ Shop Drawings
Copies
Date
No.
Description
1
4/7/2020
Cover Letter
1
4/21/2020
Fast Track Application
1
4/21/2020
Copy of Fast Track Application
1
USGS Topo Map
1
Street Level Map
1
4/21/2020
Flow Tracking Form
1
3/25/2020
2695
$480.00 Check (Application Fee)
These are transmitted and checked below:
❑ For approval ❑ For your ❑ As requested ❑ For review and comment
use
Remarks:
Sign
Received by:
__
ry C Ago
Bill Recher
Date:

Fast Track Sewer Extension Cover Letter
Project: Poplin Meadows Phase II
5922 Bonterra Village Way
Union County, NC
Project #: NCC191801
Date: April 7, 2020
As part of the Fast Track Sewer Application for the Poplin Meadows Phase II project, it is required that a
Cover Letter accompany the application.
This project will include the construction of 70 single-family attached residential lots on newly
constructed public roadways within Union County, NC, as well as associated utilities, drainage, and
landscaping. The proposed sanitary sewer system will tie-in to an existing sanitary sewer system to the
south of the project with a public main extension. The required flow allocation for this project is
14,700GPD.
This package includes the information listed below in order to permit the project described above for a
public sewer main extension.
• Sewer FTA Application
• Application Fee ($480)
• Vicinity Maps
Please feel free to contact this office at 980-272-3400 if you have any questions or need further
clarifications.
Professional Engineer: Michael A. Theberge

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
I5A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: "1 00 ,I(� ato be completed by DWR)
T
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Union County (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ® State/County ❑ Municipal
3. Signature authority's name: Crystal O. Pan ico per 15A NCAC 02T .0106(b)
Title: New Development Program Manger
4. Applicant's mailing address: 500 N. Main St, #400
City: Monroe State: NC Zip: 28112-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Poplin Meadows Phase II
❑ Privately -Owned Public Utility
❑ Other
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: 35.083165' Longitude:-80.608861 °
5. Parcel ID (if applicable): 070-42-01 OB
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Michael Theberae License Number: 043610
Firm: Bohler Engineering NC, PLLC
Mailing address: 1927 S. Try, on St, Suite 310
City: Charlotte State: NC Zip: 28203-
Phone number: [phone] Email Address: MTheberge c@bohlereng com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1, Facility Name: Twelve Mile Creek WRF Permit Number: NCO085359
Owner Name: Union Countv
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0040462 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Numbers (Z if applicable): WQCS
Owner Name(s): Union County
FORM: FTA 04-16 Page 1 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 (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
4,Is there a Pretreatment Program in effect? ❑ Yes []No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ® No
➢ If yes provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow',')
No. of Units
Flow
Dwelling Units (3 Bedroom Option)
210 gal/day
70
14,700 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
14,700 GPD
a See 15A NCAC 02T .0114(b), (d), (e)_(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.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 14,700 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
+/- 1,159.74
PVC
8
+/- 66.81
DIP
r 2-
➢ 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
VII.I. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump 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(0):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (g)
➢ 1.5A 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)
1.0 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-1 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 02T.0305(s) 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 (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 1.5A 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 supporting documents.
2. Professional Engineer's Certification:
I, Michael A. Theberge 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 143-21.5.6A 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:
`\ 1\ 4on!
CARp4"111,
soEAL
3610 W
o
A °°°°�.00
��;
Applicant's Certification per 15A NCAC 02T .0106(b):
I, C4,,Y5TAL d�AlJlco, Pr_ DY6taPI'9Er1T IRGC,JKAM f `f6%g attest that this application for
(Signature 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 143-21.5.6A 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.
W,�71 12.0 20
Signature: AA Date:
FORM: FTA 04-16 Page 5 of 5

Tuvia, Ori A
From: Fertenbaugh, Christyn L
Sent: Monday, April 27, 2020 11:46 AM
To: Tuvia, Ori A
Cc: Basinger, Corey
Subject: RE: union county flow reduction
ME
Per the approval letter, if they anticipate that the development will have a limited number of bedrooms, they are
allowed to use the per -bedroom reduction of 70 GPO per bedroom — this was anticipated to primarily apply to certain
retirement and affordable housing communities, if I recall correctly. We will need verification from Union County (as the
permittee) that this development will be bedroom limited to an average of 3-bedrooms per home or less. If they cannot
provide documentation/verification, then the per -lot permitting reduction of 280 GPO would need to apply.
Additionally, you may wish to remind them at the same time that their annual evaluation of the average number of
bedrooms is due by June 30" of this year (for homes constructed in 2019) to verify that they have not exceeded the
county -wide average of 4-bedrooms per lot — they may submit that to me via email.
Please let me know if you have any other questions. Thanks!
Christyn L. Fertenbaugh, P.E.
Environmental Engineer
PERCS Unit
Division of Water Resources
Department of Environmental Quality
**Subscribe to Collection Svstem & Sewer Permittin U dates**
919-707-3625 — Office
919-807-6489 — Fax
chri�, n tertenbau�d)ncdenr.Qov
Mailing: 1617 Mail Service Center
Raleigh, NC 27699-1617
Physical: 512 NV Salisbury Street, Rm., 9255
€�aIe,igh
UC 27 04-1170
C.-I-DE-E
SFr
<.,___:?f .,r?,a tjf
y.
From: Tuvia, Ori A
Sent: Monday, April 27, 2020 11:27 AM
To: Fertenbaugh, Christyn L<[e-mail]>
Cc: Basinger, Corey <[e-mail]>
Subject: union county flow reduction

Tuvia, Ori A
From:
Fertenbaugh, Christyn L
Sent:
Monday, April 27, 2020 11:46 AM
To:
Tuvia, Ori A
Cc:
Basinger, Corey
Subject:
RE: union county flow reduction
•
Per the approval letter, if they anticipate that the development will have a limited number of bedrooms, they are
allowed to use the per -bedroom reduction of 70 GPD per bedroom -- this was anticipated to primarily apply to certain
retirement and affordable housing communities, if I recall correctly. We will need verification from Union County (as the
permittee) that this development will be bedroom limited to an average of 3-bedrooms per home or less. If they cannot
provide documentation/verification, then the per -lot permitting reduction of 280 GPD would need to apply.
Additionally, you may wish to remind them at the same time that their annual evaluation of the average number of
bedrooms is due by June 30"' of this year (for homes constructed in 2019) to verify that they have not exceeded the.
county -wide average of 4-bedrooms per lot — they may submit that to me via email.
Please let me know if you have any other questions. Thanks!
Christyn L. Fertenbaugh, P.E.
Environmental Engineer
PERCS Unit
Division of Water Resources
Department of Environmental Quality
**Subscribe to Collection S stem Sewer erm ttin U dates**
919-707-3625 — Office
919-807-6489 — Fax
christen.ferte€ibau hh{@,ic eenr.a o�v
Mailing: 1617 Mail Service Center
Raleigh, NC 27699-1617
Physical: 512 N. Salisbury Street, Rrx 925s
i aleig_h_AJC 2760 -1170
f D_ 'EQ 64
From: Tuvia, Ori A
Sent: Monday, April 27, 2020 11:27 AM
To: Fertenbaugh, Christyn L<[e-mail]>
Cc: Basinger, Corey <[e-mail]>
Subject: union county flow reduction

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Union County
Project Name for which flow is being requested: Poplin Meadows Phase II
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: Twelve Mile Creek WWTP
b. WWTP Facility Permit #: 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
7.5 * Does not include 3
MGD diversion to 6 Mile
1.8745
4.14
0.0147
6.0292
80.39
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 / p fl,
Avg. Daily Daily Flow, Obligated
Available
Number) No. MGD MGD
Flow, MGD MGD Flow
Capacity***
PoplinRd WQ19570 4.0092 1.6037 0.9849 0.3500 1.3349 0.2688
* 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: WQ0040462
Page 1 of 6
FTSE 10-18

III. 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 ad ,"ate capacity to transport and treat the proposed new wastewater.
Signature
New Development Program Manager
Title of Signing Official
Page 2 of 6
FTSE 10-18

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