WQ0039589_Regional Office Historical File Pre 2018

Water Resources
ENVIRONMENTAL OUALITY
November 1, 2017
Crystal Panico, New Development Program Manager
Union County Public Works
500 N. Main Street, Suite 400
Monroe, NC 28112
Dear Ms. Panico:
1
j
` ROY COOPER
1 Governor
�.
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No. WQ0039589
Union County Public Works
Village of Marvin Town Hall
Wastewater Collection System Extension Permit
Union County
In accordance with your application received October 30, 2017, we are forwarding herewith Permit No.
WQ0039589 dated November 1, 2017, to the Union County Public Works (Permittee) for the construction
and operation upon certification of the subject wastewater collection system extension. This permit shall
be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations
as specified therein. This cover letter shall 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:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and approved.
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 to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute § 143-215.6A through § 143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the Iicensing
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 of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
State of North Carolina [ Environmental Quality 1 Water Resources 1 Water Quality Regional Operations
Mooresville Regional Office [ 610 East Center Avenue, Suite 3011 Mooresville, North Carolina 28115
704 663 1699

If you need additional information concerning this matter, please contact Ori Tuvia at [phone] or
via e-mail at ori.tuviat'cncdenr.gov.
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
John Childers (P.E.) (E-copy)
Mooresville Regional Office Files
Water Resources Central Files
PERCS (E-copy)
Page 2 of 8

Environmental
Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF 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 the
Union County Public Works
Union County
for the construction and operation of approximately 315 linear feet of 8-inch gravity sewer to serve
the Village of Marvin Town Hall, and the discharge of 1,950 gallons per day of collected
wastewater into the Union County Public Works existing existing sewerage system, pursuant to the
application received October 30, 2017, 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
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0039589
Permit Issued: November 1, 2017
Page 3of8

SUPPLEMENT TO PERMIT COVER SHEET
Union County Public Works is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Twelve Mile Creek Regional
Wastewater Treatment Facility in accordance with Permit Number NC0085359.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; 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, 2000, as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the 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.
I. SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 1,950 GPD, shall be made tributary to
the subject sewer system until an application for permit modification for an increase in flow
has been submitted to and approved by the Division. [15A NCAC 02T.0304 (b)]
II. STANDARD CONDITIONS
1: This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall 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 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 unless specifically mentioned herein. [15A NCAC
02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
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.
Page 4 of 8

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
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g.
h.
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.
A Grease Control Program is in place as follows:
1.
2.
3.
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 Iegal 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.
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.
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.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. 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 hours
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergenoy'Management at telephone number [phone] or [phone].
Page 5 of 8

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 foruL) 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 LE 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. 1.43-
215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force rnains 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)1
7. 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 fomi. 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 tirnes, 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.
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
nurnber/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
Page 6 of 8

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 the construction 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 maybe 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 ENGINES LING CERTIFICATION
PERMITTEE: UNION COUNTY PUBLIC WORKS
PERMIT #: WQ0039589
PROJECT: VILLAGE OF MARVIN TOWN HALL
ISSUE DATE: NOVEMBER 1, 2017
This project shall not be considered complete nor allowed to operate in accordance with standard
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 to the Regional Supervisor, Water Quality Regional. Operations Section at the
address noted in the page footer.
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 Fennittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S 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.
ted Name, Title
Signature
ENGINEER'S CERTIFICATION
Date
1, , as a duly registered. Professional En ineer in the State of North Carolina,
having been authorized to observe (0 periodically, © weekly, LI 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:
© Final 0 Partial (include description
Certification Comments/Qualifiers (attach if neeessa
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

State of North Carolina
Department of Environmental Quality
Division of Water Resources
1.5A NCA.0 02T .0300 — FAST TRACK SEWER S'tr:STEM EXTENSION APPLICATION
F"I'A 04-16 & SUPPORTING DOCUMENTATION
Application Numbe
c m p eted by DWR).
All items must be completed or the application will he returned
APPt,1C'AN'I INFORMATION::
1. Applicant's name: Union County (company, _municipai t
2. Applicant type: ❑ Individual ❑ (orporation ❑ General Partnership Li] Privately -Owned Public Utility
❑ Federal ® State/County L] Other
e: Crystal Panico, PE per I SA NCAC 02T .0106(b)
lopment Procram Manager
4. Applicant's mailing address: 500 North Main Street, Suite 400
City: Monroc State: NC hip: �?8l
Sm Applicant's contact inforarration.
Phone number: (704) 296-42'39 Email ,Address: crystaLpanico%t uraiortcountync.{ ov
PROJECT INFORMATION:
l= Project name: Village of Marvin
Application/Projectstatus: ® Proposed (New Permit) ❑ Existing 'ennid,''Project
If a modification, provide the existir1 permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
County where project is located: Union
4. Approximate Coordinates (Decimal Degrees): Latitude: 34,99253' Longitude:-80.813362'
5. Parcel ID (if applicable): 06225390A
(or Parcel IL) to closest downstream sewer)
. CONSULTANT INFORMATION:
1. Professional Engineer: 'John Scott Childers, P.E.
'Firm: ESP Associates, P.A.
Mailing address: 3475 1,akernont Blvd
City: Fort Mill State: SC
Phone number: [phone]
Zip: 29708-
11:rt�ali Address: schild
e
Number: 033416
STEWATER TREATMENT FA.CI Lt 1\ (W'W'TF) I NFORIIAI ON:
Facility Name: McAlpine Creek Wastecvate:' Treatment Plant Permit Number: JC:00; 4970
Owner Name: Charlotte Water
RECEIVING DOWNSTREAM SEWER INFORMATION (if different.
1. Permit Numher(s): WQ0036459
System Wide Collection System Permit Number(s) (if applicable): WQCS,
Owner yame(s), Union Country
Downstream (R.eceiving) Sever Size: 8 inch
FORM: ETA 04-16
Page 1 of 5

VT GENERAL REQUIREMENTS
I. If the i.Applicant is as Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity
D Yes ZNa
2. If the Applicant is a Developer of lots to be sold, has a .Developer's Operational Agreement (FORM: DEV) been attached?
fixes ANO ZN/A.
3. If the Applicant is a .rnefPr- 'erty Owners/Ass)giation,,has an Operational,AjeementfI ORM: F!,OAj been a
Z Yes
No MN/A
4. Origin. of wastewater: (check all that apply),
E Residential 0‘,vned [1 Retail (stores, centers, malls)
Residential Leased Retail with food preparation/service
ri school preschool / day care riMedical / dental veterinary facilities
Food and drink facilities J..1hurch
Z Businesses /offices :factories j 'Nursing Home
een attached?
E Car Wash
Hotel and/or Motels
Swimming Pool /Clubhouse
Swimming Pool/Filter Backwash
j, Other (Explain in Attachment)
5, Nature al' wastewater % Domestic/Commercial 00 Com ncrcial
Industrial (See I 5A NCAC 021 .010.3(20))
is there a Pretreatment Program in effect? Yes L_] No
6. Has a flow reduction been approved under 15A NCAC 02T .01 I 4(t)? E Yes Z No
.111 ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(Q)
- Public Access Restrooms
Daily Design Flow 11'11
325 0,al/plumbing fixture
gall
gall
gal/
eal/
aI
Flow
GPI)
GPD
.••
GPD
GPD
Tool 1950 GPD
a See 15A NCAC 02T .0114(b)„ (d),,fea()) and (e)(2) for caveats to wzistewater 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 ofthe Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. ,42A-4).
Per I5A NCAC 02`1 0114(0, design Flow rates for establishments not identified 1,in table I5A NCAC 02T.01 14] shall be
determined using available, flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: j.„950 GPD (per 15A. NCAC 021 .0114)
Do not include future flows or previously permitted allocations
lf pertnittedflow is zero, indicate why:
E Pump Station or Gravity Sewer her 11os will he perruittcd in subsequent permits that connect to this line
Flow has already been allocated in Peranit Number:
RebabilitatiOn or replacement of existing sewer with no new flow expected
E Other (1,,,xplain):
FORM: FrA 4-16
Page 2 of 5

GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0311E 1 'IDC (C;rawit Sewers):
Summarize tray it) sewer tca he pennitted,
Size (inches)
Length (feet)
Material
S„
315
SDR 35 PVC
Section II & III of the MI)C for Permitting of Gravity Sewers contains information related to des
Y Section III contains information related to minimum slopes for ra it) sa srer(s)
Oversizing lines to meet minimum slope requirement is no
!lowed and a violation of the MDC
PUMP STATION DESIGN CRITERIA (If Applicable) — on .030E & MI)C ('Pum) Stations/For c Mains
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
J.. Pump station number or name:
?, Approximate Coat°rlinates (Decitnal L)elree ): I.;rat:itt,acle: Longitude.3. Design. flow of the pump .station: millions gallrans per da.y (firm capacity)
4. Operational point(s) of the pump al1ons per minute at feet total. dynamic head (`I'D )
5. Summarize the force main to he permitted (for this Pump Station.);
Size (inches)
Length (feet)
Material
6. Power reliabil
-A NCAC 02T .0 05(
Standby power source or pump with. automatic activation and telemetry - 15A NCAC 021' ,0305(h)t l)(I3).
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallonss per day
Must he 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 02"I'
,0305(h)(I)(C)
or
I'aartalrle. Dumping unit: with plugged eanergency pump connection aaad telemett l5A NCAC. l)2`I' .0305(h)(1)(C.):
It shall be demonstrated to the Divisscan that the portable source is owned or contracts d by the applicant (draft agreement.)
and is compatible with thestation.
Lithe 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 trawl timefrarnes, shall be provided
in the case of a multiple station power outage,
FORM: F'TA 04-16

SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
Does the project comply with all separations found in 15A NCAC 02T ,0305(t) & (g)
➢ 1.5A NCAC 02T.0305(t) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Storm sewers and other utilities not listed below (vertical)
Water mains (vertical -water over sewer including in benched!! nches)
Water mains (horizontal)
Reclaimed water lines (vertical - reclaimed over sew
}
Reclaimed water lines (horizontal - reclaimed over sewer;
**Any private or public water supply source, including any wells, W'S-I waters of Class I or
Class I1 impounded reservoirs used as a source of drinking water
**Waters classified WS (except WS-I or WS-V), B, SA, ©RW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
**.Any other stream, lake, .impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
Any basement
Top slope of embankment or cuts o
Draina*
systems and interceptor drains
Any, swimming pools
Final earth grade (vertical)
etor more vertical height
Yes 1 1 No
Separation Required
24 inches
18 inches
10 feet
18 inches
2 feet
100 feet
50 feet
eet
I0 feet
1_0 feet
36 inches
A 1.5A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
• **Stream classifications can be identified using the Division's NC C Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
Does .the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ❑ N/A
Y. 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
A As built documents should reference the location of areas effected
Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200?
A This 'would include Trout Buffered Streams per 15A NCAC 2B4O202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
➢ Information can he obtained from the 401 & Buffer Permitting Branch
No
❑ Yes No
Does project comply with IA,NCA.0 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T,01.05(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 streambian.ks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes
'A If yes, include an attachment with. details for each lin
No ®N/A
biding type (aerial line, size, material, and location),
Highpriority lines shall be inspected by the permittee or its representative at (east once every six -months and inspections
documented per 1.5A_NCAC 02T<0403(a)(S) or the permitee's individual System -Wide Collection permit..
FORM: F FA 04-1.6 Page 4 of 5

X. CERTIFICATIONS:
1. Does. the submitted systemcomply with 15A :NCAC 02T, the Minimum Design Criteria for the Permitt = of P' Stations,
and Force, Mains (latest yexsion),, and the ii5wer jmpsgpjiteria (latest version) as applicable?
J Ye No
If No, complete and submit the 'Variance/Alternative 'Design Request. application (V ADC .10-1.4) 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:
j 0T-1-
(Professional Enginee.. s name fromApplication Item ITI 1 „)
attest that this application for
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 he 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 misdemeano 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,
033416
I
COTT G 1
3. 3. Applicant's Certification per I5A NCAC 021 ... )6(b):
Cogyrrilt 0'_•_PAsalLivte,-Alft4 .
(Signature Authority's name X:. title from Application Item LI)
1.4"*Trai 4 4
attest that this application for
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 xvastewater 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 he guilty of a Class 2 misdemeanor, which may
include a tine not to exceed $10,000 as well as civil .penalties up to $25,000 per .violation.
Signature:
Date:
FORM: FTA 04-16
Page 5 of 5

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State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acccptance for Sewer Extension Applications
wate P,,.c.stAirces.
(FTSE 04-16)
Entity Requesting Allocation: Union :
Project Name for which flow is being requested: Village of Marvin "f own Hall
More than one [1 SE may he required for a single project ej the mine, ofthe WW77) is not responsible for all pump
,stations along the route of the proposed wastewater flow,
Complete this section only if you are the owner of the wastewater treatment plant,
a. WWTP Facility :Name: 'McAlpine Creek.
b. WWTP Facility .Permit 1. NC0024970
c. WWTP facility's permitted flow
d., Estimated obligated flow not yet tributary to the wwyp
e. WWTP .facility's actual avg. flow
Total flow for this specific request
g. Total actual and obligated flows to the facility
h. 'Percentof permitted flow used
All flows are in MGD
( 2
11. 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) (( ) (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 I pl), Daily How, Daily Flo wr Obligated Available
Number) MOD MOD MOD 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): The Presere
Downstream Permit Number: WQ0036459
Page 1 of*?
FTSE 04-16

III. Certification Statement:
I Crystal O. 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.
hit i- 4) o wLy 6 / 7
g Official ignature ! Dat
Page 2 of3
FTSE 04-16

u
PLANNING ASSESSMENT ADDENDUM (PAA)
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.
1 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 of3
FTSE 04-16

CHARLOTTE
W
July 27, 2Ct17
Mr, Peter Brown
Union County Public Works
500 N Main St
Suite 400
Monroe, NC 28112
TER
SUBJECT: SEWER FLOW ACCEPTANCE
VILLAGE OF MARVIN TOWN HALL
CLTWATER TRACKING# 20171001
After an analysis of the sanitary sewer associated with the proposed design of project, Village of
Marvin Town Hall, it was determined that there is sufficient capacity to accommodate the proposed
sewer flow of 1,950 gallons per day (6 plumbing fixtures x 325 gpd/fixture) 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 attached NC DEQ FTSE form..
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water and sewer system, the ability to provide service for future projects cannot be
guaranteed nor reserved. Connection try the CL 71Nater and sewer s stern is aece teed Or a flrsl
come, first served basis,
The applicant should understand that this letter° is not authorization to construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction,
1f the appropriate authorization to construct permit a e7rr t pbfaihed construction has not started
within one (1) year of issuance of fhrs flowacceptance and payment for any service connections
have not been received w year of issuance of this flow acceptance letter, this flow
acceptance approval shall be r sanded and a new flow acceptance request rrr sf_he made, if you
have any questions, please do not hesitate to contact me at (704)4432.5801,
Sincerely,
Barbara Gross
Engineering Assists n
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 321 rl ar& tt' w t r.org
I Operated by the City or Charlotte

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water gosotPic
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Union County Public Works
Project Name for which flow is being requested: village of Marvin Town Hall
More than one 1*7YE 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, Irwin Creek, Sugar Creek
b. WWTPFacilityPermit#: 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. 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
99.0
12.49
62.89
0.001
75.39
76.20
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 Firm
(Narne or Capacity,
Number) MGD
Six Mile 18.1
(A)
Design
Average Daily
Flow**
(Firm / pf),
MGD
7.24
Approx.
Current Avg.
Daily Flow,
MGD
(B) (C)
Obligated,
Not Yet
Tributary
Daily Flow,
MGD
3.99 0.445
Total Current
Flow Plus
Obligated
Flow
(D)=(B+C) (E)=(A-D)
Available
Capacity***
4.44 2.79
* 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.
Downstream Facility Name (Sewer): Six Mile Creek Gravity Sewer (1995)
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Carl Wilson 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.
„K. 6 Z /
Signing ial Si tuYre Date
Page 2 of 6
FTSE 04-16

Union County
2
Trans rn dal
Union County Public Works
500 North Main Street
Sete 400
Monroe, NC 28112
T.704-296-4210
www.unioncountync.gov
To: NC Department of Environmental Quality
Division of Water Resources .. Mooresville Regional
610 East Center Avenue
Mooresville, N.0 28115
Attention:
Regarding: Sanitary Sewer to serve Village of Marvin Town Hall
We are sending you:
Copy cf Getter
Plans
Date: October 27. 2017
Copies Date No.
i 10/91'17 Cover Letter
1 10/26/17 ! Fast Track Application
......10/26/17 t opy of Fast Track Application
1 f USGS Topo Map
t Street Level Map
t 6/21/1 UCPW Flow Form
1 i Charlotte Water Flow Letter
i
7/27/17
7/29/17
10/9/17 75688
These are transmitted and checked below:
Prin
Shop Drawings
Charlotte Water Flow Tracking Form
$480.00 Check (Application Fee)
For approval For your
u se
k:
Signed:
Received by:
As requested
Description
Peter W. Brown
Date:
„ : Other
and comment

October 9, 2017
ESP Associates, PA,
Attn: Plan Reviewer
NCDENR _ Division of G
610 E. Center Ave., Suite 301
Mooresville, NC 2811.5
Dear Plan Reviewer
Enclosed are the required materials for permittir g of a proposed gravity sewer
proposed Village of Marvin Town Hall in Union County. The project consists of a stew'
town hall building for the Village of Marvin. The existing public sewer will be extended
to service the proposed building, and a private water service will extend from Marvin
School Road. Based on the calculated use of 325 gallons per day, per plumbing fixture
(with 6 total plumbing fixtures), the project site will generate approximately 1,950-gpd
based on flow rates provided by Union County Public Works. The County has accepted
the proposed project water and sewer plan in an approved utility sketch plan "Water &
Sewer Construction Plans," dated August 7th., 2017.
The proposed sewer to serve the project consists of 315-1f of " Rye pipe and 2 manholes
The proposed sewer that serves the proposed town hall building connects to the ex
Union County Public Works gravity sewer system. north of the project site. Sewage from
the system ultimately flows to the McAlpine Creek Wastewater Treatment plant. Please
contact me if you have any questions or require additional materials.
Associ
C
1 Engineer Division Manager

•
Centrai Files: APS _. SWP
11/1/2017
Permit Number WQ0039589 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
ori.tuvia
Coastal SWRuIe
Permitted Flow
1,950
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Village of Marvin Town Hall
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Name
Union County
Dates/Events
Owner Type
Government - County
Owner Affiliation
Cindy Coto
500 N Main St
Monroe
NC 28112
Orig Issue
11/1/2017
Scheduled
App Received Draft Initiated Issuance Public Notice issue Effective Expiration
10/30/2017 11/1/2017 11/1/2017
Regulated Activities Requested /Received Events
Office
Wastewater collection
Outfall
Additional information requested
Additional information received
Waterbody Name
Streamindex Number Current Class Subbasin