WQ0041739_Application (FTSE)_20200522

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: �3gto be completed by DWR)
All items must be completed or the application will be returned ozo , 1 6� CffQl up n
I. APPLICANT INFORMATION: V (t I i v L,0
1. Applicant's name: Town of Murfreesboro (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: Hal Thomas per 15A NCAC 02T .0106(b)
Title: Mayor r
4. Applicant's mailing address: P.O. Box 6 sa Mau
City: Murfreesboro State: NC Zip: 27855-0006
5. Applicant's contact information: ✓
Phone number: 2(_52) 398-5904 Email Address: Cbrown(a)murfreesboronanet
II. PROJECT INFORMATION:
1. Project name: Murfreesboro Sani ewer Lift Station Improvement 04
2. Application/Project status: (_�E�Ioposed (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: Hertford
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.43416' Longitude:-77.100550
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Gary M. Flowers, PE License Number: 20148
Firm: Municipal Engineering Services Co.. PA
Mailing address: 68 Shipwash Drive
City: Garner State: NC Zip: 27529-
Phone number: (9772-5393 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Murfreesboro Wastewater Treatment Facility Permit Number: WQ0006785
Owner Name: Town of Murfreesboro
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8-inch-
System Wide Collection System Permit Number(s) (if applicable): WQCS00286
Owner Name(s): Town of Murfreesboro
FORM: FTA 04-16 Page 1 of 6

May 21, 2020
Mr. Robert Tankard
Asst. Regional Supervisor
NC Department of Environmental Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
RE: Town of Murfreesboro
Sanitary Sewer Lift Station
Improvements, Hertford Co.
SRF #CS 370491-04
Dear Robert:
6-We"e imy F�e!leiice.•/iusovati�e Apr /ems/Su�taiaa�le Soluti t
�ay�8
VIA UPS NEXT DAY
Thank you for your quick response via email regarding the need for the attached permit related to The
above -referenced project, which is being funded in part by the North Carolina Department of
Environmental Quality, Division of Water Infrastructure and includes the following:
Pump Station No. 6-Carolina Street: Construction of a new wet well, centrifugal submersible pumps,
electrical power and controls, auto -dialer, new diesel generator with an automatic transfer switch,
inclusive of all site work and other appurtenances. The existing station will remain in service until the new
station has been inspected, certified, and accepted by the Town of Murfreesboro. Upon acceptance of
the new duplex station. The existing wet pit/dry pit underground station will be demolished and
abandoned in accordance with the project specifications.. The new station will be located approximately
20-feet from the existing station. Please note there will be no increase in the influent or effluent flow from
its current 200- GPM capacity. Therefore, no additional flow allocation is needed.
Pump Station No. 10-Cotton Street: Construction of a new duplex above ground, self -priming, centrifugal
pumps with fiberglass enclosure, electrical power, and controls, auto -dialer, new diesel generator with an
automatic transfer switch, inclusive of all site work and other appurtenances. The existing station will
remain in service until the new station has been inspected, certified, and accepted by the Town of
Murfreesboro. Upon acceptance of the new station, the existing wet pit/dry pit underground station will
be demolished and abandoned in accordance with the project specifications, and the existing wet well
will be utilized as a part of the new station. Please note there will be no increase in the influent or effluent
flow from its current 400-GPM capacity. Therefore, no additional flow allocation is needed.
Enclosed herein; please find one original and one copy the following documents unless otherwise noted:
• NCDEQ FTA-04-16 Fast Track Sewer System Extension Application
• Application Fee of $480.00 (one copy)
• Site Map
• Existing Sanitary Sewer Collection Permit No. WQCS00286 M E S C O. C O M
License No. C-0281

Murfreesboro Sewer Permit Application
May 21, 2020
Page No. 2
Both pump stations will continue to be owned and maintained by the Town of Murfreesboro in
accordance with the permit.
Should you have questions or need additional information, please don't hesitate to contact Mr. Gary
Flowers in our office or me. We hope that all of our friends in the Washington Regional Office continue
to stay well during this pandemic. Thank you again for your prompt assistance.
Sincerely,
MUNICIPAL ENGINEERING SERVICES CO., PA
Michael L. McAllister, M-ASCE
Principal Project Manager
CC: Hon. Hal Thomas, Mayor of Murfreesboro
Ms. Carolyn Brown, Town Administrator, Murfreesboro
Ms. Becky Turner, Public Works Director, Murfreesboro
Mr. Gary Flowers, PE, MESCO

VL GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity beenattached?
❑ Yes ❑No QUA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DM 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 OVA
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. Hasa flow reduction been approved under 15A NCAC 02T .0114(1)? ❑ Yes ® No
➢ If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114-0
Daily Design Flow a,b
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
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 measureddata.
8. Wastewater generated by project: 0 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 6

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted: Lift Station o. 6 Carol— ina S—tre t—,
Size (inches) Length (feet) Material
8 14 PVC
➢ 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
VIH. 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: Pump Station No. 6 Carolina Street
2. Approximate Coordinates (Decimal Degrees): Latitude:36.43656° Longitude:-77.10666'
3. Design flow of the pump station: 0.12-millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 200 gallons per minute at 19.6 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6
47
PVC
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 6

IX. GRAVITY SEWER DESIGN CRITERIA If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted: Lift on No. 10 Cotton Stree
Size (inches) Length (feet) Material
8 28 PVC
➢ 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
X. 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: Pump Station No. 10 Cotton Street
2. Approximate Coordinates (Decimal Degrees): Latitude:36.43527° Longitude:-77.09583'
3. Design flow of the pump station: 0.23-millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 400 gallons per minute at 75.4 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
8
47
PVC
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 4 of 6

M. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(1)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(_f)& (g) ®Yes ❑ No
➢ 15A NCAC 02T.0305(fl 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, 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 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(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ 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 2B.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 5 of 6

XII. 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, Gary M. Flowers, PE 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 143-215.6B, any person who knowingly es any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misd can r, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per viol ion.
............ ^, ..... ....
North Carolina Professional Engineer's seal, signature, and date:
to 7: #
M�rYft�
3. Applicant's Certification per 15A NCAC 02T .0106(b): $/Z%OL o
1, Hal Thomas, Mayor 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 143-215.6A 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.
Date: / 5 2 a 2 O
FORM: FTA 04-16 Page 6 of 6

Data use subject to license.
© DeLorme. Topo North America TM 9
www.delorme.com

Water Resources
ENVIRONMENTAL QUALITY
June 5, 2018
Mr. Raymond Eaton, Wastewater Director
Town of Murfreesboro
PO Box 6
Murfreesboro, NC 27855-0006
Subject: Permit No. WQCS00286
Town of Murfreesboro
Murfreesboro Collection System
Hertford County
Dear Mr. Eaton:
ROY COOPER
MICHAEL S. REGAN
Srcrraonr
LINDA CULPEPPER
b+tca•mt OWC0111'
In accordance with your application received May 30, 2018, we are forwarding herewith Permit No.
WQCS00286, dated June 5, 2018, to the Town of Murfreesboro for the operation and maintenance of the
subject wastewater collection system.
This permit shall be effective from July 1, 2018 until June 30, 2026 and shall be subject to the conditions and
limitations specified herein. It is your responsibility to thoroughly review this permit. Please pay particular
attention to the monitoring and reporting requirements in this permit and any special conditions.
Changes have been made to the boiler plate language of the permit. Most of the changes are for clarification
purposes, however Condition 1(3) has been removed. The Department of Environmental Quality (DEQ)
believes that condition was included erroneously in previous permits. It was included based on proposed
rulemaking by EPA which was never promulgated and, in the continued absence of Federal regulations, DEQ
lacks authority to include such language in a permit. DEQ will continue to exercise enforcement discretion
when evaluating sanitary sewer overflows that may be considered to be beyond the reasonable control of the
Permittee. A highlighted copy of the permit identifying the changes made is available at:
http://ncdenr.s3.a mazonaws.com/s3fs-
p ublic/Water%20Quality/Surface%2OWater%20Protectio n/PERCS/WCS%20(Collection%20System)/Updated
%20WQCS%20Template%2015.05.18%20(highliehted).odf
For purposes of permitting, the collection system is considered to be any existing or newly installed system
extension up to the wastewater treatment facility property or point of connection with a separately owned
sewer system. The collection system is considered all gravity lines, pump stations, force mains, low pressure
sewer systems, STEP systems, vacuum systems, etc. and associated piping, valves and appurtenances that
help to collect, manage and transport wastewater to a wastewater treatment plant under the Permittee's
ownership or maintained and operated by the Permittee through a perpetual legal agreement. Satellite
systems are systems tributary to the Permittee's collection system but those collection systems are not owned
or maintained by the Permittee. The system description provided on Page 1 of this permit is meant to provide
a general idea about the size of the system and may not be all inclusive of the collection system at the time of
permit issuance or afterward.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Phone: [phone] Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer— Made in part by recycled paper

Murfreesboro Collection System
June 5, 2018
A discharge of wastewater to the environment from the Permittee's wastewater collection system prior to
reaching the wastewater treatment facilities is referred to herein as a Sanitary Sewer Overflow (SSO). The
evaluation of enforcement options after an SSO will be determined considering all relevant information
available or requested of the Permittee. Compliance with all conditions of the permit as well as all statutes
and regulations pertaining to the wastewater collection system must be maintained or appropriate
enforcement actions may be taken as noted in Condition VI(2).
A reportable SSO is an SSO greater than 1,000 gallons to the ground or an SSO of any amount that reaches
surface water (including through ditches, storm drains, etc.). Reporting requirements including the required
verbal report and written report to the appropriate regional office are referenced in Condition IV(2). Form
CS-SSO can be downloaded from the SSO Reporting area at:
http://ncdenr.s3.amazonaws.com/s3fs-
public/Water%20Quality/Surface%2OWater%20Protection/PERCS/WCS%20(SSO%2ODocuments)/CS-
SSO(2015).doc
A notice of deficiency (NOD), notice of violation (NOV), civil penalty, and/or a moratorium on the addition of
waste to the system may be issued if adequate justification for an SSO is NOT submitted to the regional office.
In order to submit a claim for justification of an SSO, you must use Part II of form CS-SSO with additional
documentation as necessary. DWR staff will review the justification claim and determine if enforcement
action is appropriate. Please be advised that the information needed to justify a spill is very comprehensive.
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 thirty days following the receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150E of the 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.
If you have questions regarding compliance, contact the appropriate regional office. if you need additional
information concerning this permit, please contact Steve Lewis at [phone].
Sincerely,
for Linda Culpepper
Interim Director, Division of Water Resources
by Deborah Gore, Supervisor
Pretreatment, Emergency Response, Collection System Unit (PERCS)
enclosure: Permit No. WQCS00286
cc: Washington Regional Office, Water Quality Regional Operations (electronic)
Water Resources Central Files — WQCS00286 (electronic)
Maureen Kinney, NC Operators Certification Program (electronic)
PERCS Files (electronic)

STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
SYSTEM -WIDE COLLECTION SYSTEM 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
Town of Murfreesboro
W QCS00286
FOR THE
operation and maintenance of a wastewater collection system consisting of, at the time of permit issuance,
approximately 19.8 miles of gravity sewer, approximately 2.8 miles of force main, 8 simplex pump stations
without permanent pump reliability that serve more than one building, 10 duplex pump stations, and all
associated piping, valves, and appurtenances required to make a complete and operational wastewater
collection system to serve the Town of Murfreesboro and any deemed permitted satellite communities
pursuant to the application received May 30, 2018, and in conformity with the documents referenced
therein 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 July 1, 2018 until June 30, 2026, and shall be subject to the following
specified conditions and limitations:
Page 1 of 7

I. PERFORMANCE STANDARDS
1. The sewage and wastewater collected by this system shall be treated in the properly permitted
Wastewater Treatment Facility identified in the permit application and documented in the Division's
database. [15A NCAC 02T .0108 (b)]
2. The wastewater collection system shall be effectively managed, 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. In the event that the wastewater collection system fails to
perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate
actions as per the Response Action Plan (Condition II(9)), as well as any actions that may be required by
the Division of Water Resources (Division), such as the construction of additional or replacement sewer
lines and/or equipment. [15A NCAC 02T .0108 (b)]
The Permittee shall establish by ordinance, inter -local agreement or contract its legal authority to
require new sewers be properly constructed; to ensure proper inspection and testing of sewer mains
and service laterals; to address flows from satellite systems and to take enforcement action as required
by Condition 1(4). [G.S. 143-215.913; G.S. 143-215.1(f)(1)]
4. The Permittee shall develop and implement an educational fats, oils and grease program that shall
include at least semiannual distribution of educational material targeted at both residential and non-
residential users. The Permittee shall also develop and implement an enforceable fats, oils and grease
program for non-residential users under which the Permittee can take enforcement against users who
have not properly installed, operated and maintained grease traps or grease interceptors as directed
or otherwise violated the terms of the enforcement program pertaining to fats, oils and grease.
[15A NCAC 02T .0108 (b)]
The Permittee shall adopt and implement a Capital Improvement Plan (CIP) to designate funding for
reinvestment into the wastewater collection system infrastructure. The CIP should address the short-
term needs and long-term "master plan" concepts. The CIP should typically cover a three to five year
period and include a goal statement, description of the project area, description of the existing facilities,
known deficiencies (over a reasonable period) and forecasted future needs. Cost analysis is integral to
the CIP. [G.S. 143-215.9B]
6. Overflow piping from manholes and pump stations, excluding piping to approved equalization
structures, known or discovered after permit issuance shall be immediately removed or permanently
capped. Plugged or valved emergency pumping connections are allowable for portable pumping or
rerouting without intentionally bypassing the wastewater treatment facility.
[15A NCAC 02T .0108 (b)]
7. The Permittee shall maintain a contingency plan for pump failure at each pump station. If one of the
pumps in a pump station containing multiple pumps fails, the process of repairing or replacing the pump
shall be initiated immediately and the new parts or pump shall be installed as soon as possible. The
permittee shall provide justification for delay in initiating the process for repair or replacement at the
Division's request. If the pump in a simplex pump station serving more than a single building or pump
stations not capable of pumping at a rate of 2.5 times the average daily flow rate with the largest pump
out of service fails, it shall be replaced immediately. [15A NCAC 02T .0305 (h) (1)]
Page 2 of 7

Each pump station shall be clearly and conspicuously posted with a pump station identifier and an
emergency contact telephone number at which an individual who can initiate or perform emergency
service for the wastewater collection system 24 hours per day, seven days per week can be contacted.
This emergency contact telephone number shall be coupled with instructions that the emergency
contact should be called if the visual alarm illuminates, if the audible alarm sounds, or if an emergency
is apparent. [15A NCAC 02T .0305 (h) (2)]
9. Pump station sites, equipment and components shall have restricted access.
[15A NCAC 02T .0305 (h) (4)]
10. Pump stations that do not employ an automatic polling feature (i.e. routine contact with pump stations
from a central location to check operational status of the communication system) shall have both
audible and visual high water alarms. The alarms shall be weather-proof and placed in a clear and
conspicuous location. Permits issued for the construction of pump stations that included high water
alarms in the description must maintain the alarms even if simple telemetry (i.e. notification of an alarm
condition initiated by the pump station control feature) is installed.
[15A NCAC 02T .0305 (h) (1)]
11. For all newly constructed, modified and rehabilitated pump stations, all equipment and components
shall be sealed within a corrosion -resistant coating or encasement to the extent practicable and
equivalent to the minimum design criteria unless the permittee can demonstrate it is not practicable
or another form of corrosion resistance is employed. [15A NCAC 02T .0108 (b)]
II. OPERATION AND MAINTENANCE REQUIREMENTS
Upon classification of the collection system by the Water Pollution Control System Operators
Certification Commission (WPCSOCC), the Permittee shall designate and employ a certified operator to
be in responsible charge (ORC) and one or more certified operator(s) to be back-up ORC(s) of the
facilities in accordance with 15A NCAC 8G .0201. The ORC shall visit the system within 24 hours of
knowledge of a bypass, spill, or overflow of wastewater from the system, unless visited by the Back -Up
ORC, and shall comply with all other conditions of 15A NCAC 8G .0204.
[15A NCAC 08G .0200 et.seq.]
The Permittee shall develop and adhere to a schedule for reviewing all inspection, maintenance,
operational and complaint logs. If the review process results in the identification of any recurring
problem in the wastewater collection system that cannot be resolved in a short time period, the
Permittee shall establish a plan for addressing the problem(s). [15A NCAC 02T .0108 (b)]
3. The Permittee shall develop and adhere to a schedule for testing emergency and standby equipment.
[15A NCAC 02T .0108 (b)]
4. The Permittee shall develop and implement a routine pump station inspection and maintenance
program which shall include the following maintenance activities:
a. Cleaning and removing debris from the pump station structure, outside perimeter, and wet
well;
b. Inspecting and exercising all valves;
c. Inspecting and lubricating pumps and other mechanical equipment; and
d. Verifying the proper operation of the alarms, telemetry system and auxiliary equipment.
[15A NCAC 02T .0108 (b)]
Page 3 of 7

5. For each pump station without pump reliability (i.e. simplex pump stations serving more than a single
building or pump stations not capable of pumping at a rate of 2.5 times the average daily flow rate with
the largest pump out of service), at least one fully operational spare pump capable of pumping peak
flow shall be maintained on hand. [15A NCAC 02T .0305 (h) (1) (A)]
6. The Permittee shall maintain on hand at least two percent of the number of pumps installed, but no
less than two pumps, that discharge to a pressure sewer and serve a single building, unless the
Permittee has the ability to purchase and install a replacement pump within 24 hours of first knowledge
of the simplex pump failure or within the storage capacity provided in a sewer line extension permit.
[15A NCAC 02T .0108 (b)]
7. Rights -of -way and/or easements shall be properly maintained to allow accessibility to the wastewater
collection system unless the Permittee can demonstrate the ability to gain temporary access in an
emergency situation where existing land -use conditions do not allow the establishment and
maintenance of permanent access. In this case, the Permittee shall continue to observe the lines
visually, utilize remote inspection methods (e.g. CCTV) and use the opportunity of drier conditions to
perform further inspections and necessary maintenance. [15A NCAC 02T .0108 (b)]
8. The Permittee shall assess cleaning needs, and develop and implement a program for appropriately
cleaning, whether by hydraulic or mechanical methods, the wastewater collection system. At least 10
percent of the gravity wastewater collection system, selected at the discretion of the ORC, shall be
cleaned each year. Preventative cleaning is not required for sewer lines less than five years old unless
inspection otherwise reveals the need for cleaning or cleaning is required by a sewer line extension
permit. [15A NCAC 02T .0108 (b)]
9. The Permittee shall maintain a Response Action Plan that addresses the following minimum items:
a. Contact phone numbers for 24-hour response, including weekends and holidays;
b. Response time;
c. Equipment list and spare parts inventory;
d. Access to cleaning equipment;
e. Access to construction crews, contractors and/or engineers;
f. Source(s) of emergency funds;
g. Site restoration and clean up materials; and
h. Post-SSO assessment.
[15A NCAC 02T .0108 (b)]
10. The Permittee, or their authorized representative, shall conduct an on -site evaluation for all SSOs as
soon as possible, but if feasible no more than two hours after first knowledge of the SSO. The Permittee
shall document in its 5-day report why it was unable to initially respond to any SSO location within two
hours. [15A NCAC 02T .0108 (b)]
11. In the event of an SSO or blockage within the wastewater collection system, the Permittee shall restore
the system operation, remove visible solids and paper, restore any ground area and restore the
surroundings. [15A NCAC 02T .0108 (b)]
III. RECORDS
1. Records shall be maintained to document compliance with Conditions 1(4),11(2) - II(4), II(7) - II(8), IV(3)
and V(1) -V(4). Records shall be kept on file for a minimum of three years. [15A NCAC 02T .0108 (b)]
Page 4 of 7

?. The Permittee shall maintain adequate records pertaining to SSOs, and SSO or wastewater collection
system complaints for a minimum of three years. These records shall include, but are not limited to,
the following information:
a. Date of SSO or complaint;
b. Volume of wastewater released as a result of the SSO and/or nature of complaint;
C. Location of the SSO and/or complaint;
d. Estimated duration of the SSO;
e. Individual from the Division who was informed about the SSO and/or complaint, when
applicable;
f. Final destination of the SSO;
g. Corrective actions;
h. Known environmental/human health impacts resulting from the SSO; and
i. How the SSO was discovered.
[15A NCAC 02T .0108 (b)]
The Permittee shall maintain an up-to-date, accurate, comprehensive map of its wastewater collection
system that also notes the locations where other wastewater collection systems become tributary. If
a comprehensive map of the collection system has not been established, a rough sketch shall be drawn.
The Permittee shall map approximately 10 percent of its existing collection system each year for the
next ten years beginning at the original permit issuance date, or until complete, whichever is sooner.
The comprehensive map shall include, but is not limited to: pipe size, pipe material, pipe location, flow
direction, approximate pipe age, and each pump station identification, location and capacity. [15A
NCAC 02T .0108 (b)]
4. The Permittee shall maintain records of all of the modifications and extensions to the collection system
permitted herein. The Permittee shall maintain a copy of the construction record drawings and
specifications for modifications/extensions to the wastewater collection system for the life of the
modification/extension. Information concerning the extension shall be incorporated into the map of
the wastewater collection system within one year of the completion of construction. The system
description contained within this permit shall be updated to include this modification/extension
information upon permit renewal. [15A NCAC 02T .0108 (b)]
IV. MONITORING AND REPORTING REQUIREMENTS
1. In the event of an SSO the Division may require monitoring that is necessary to ensure surface water
and groundwater protection and an acceptable sampling and reporting schedule shall be implemented.
[15A NCAC 02T .0108 (c)]
2. The Permittee shall verbally report to a Division of Water Resources staff member at the Washington
Regional Office, at telephone number [phone] as soon as possible, but in no case more than 24
hours following first knowledge of the occurrence of the following circumstances within the collection
system which is underthe Permittee's ownership or maintained and operated by the Permittee through
a perpetual legal agreement:
a. Any SSO and/or spillover 1,000 gallons to the ground; or
b. Any SSO and/or spill, regardless of volume, that reaches surface water.
Voice mail messages or faxed information shall not be considered as the initial verbal report. SSOs (and
other types of spills) occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone].
Page 5 of 7

Persons reporting any of the above occurrences shall file a spill report by completing Part 1 of Form CS-
SSO (or the most current Division approved form), within five business days following first knowledge
of the occurrence. This report shall outline the actions taken or proposed to ensure that the problem
does not recur. (G.S. 143-215.1C(a1)]
3. The Permittee shall meet the annual reporting and notification requirements provided in North Carolina
General Statute §143-215.1C.
V. INSPECTIONS
The Permittee or the Permittee's designee shall inspect the wastewater collection system regularly to
reduce the risk of malfunctions and deterioration, operator errors, and other issues that may cause or
lead to the release of wastes to the environment, threaten human health or create nuisance conditions.
The Permittee shall keep an inspection log or summary including, at a minimum, the date and time of
inspection, observations made, and any maintenance, repairs, or corrective actions taken by the
Permittee. [15A NCAC 02T .0108 (b)]
Pump stations that are not connected to a telemetry system (i.e., remote alarm system) shall be
inspected by the permittee or its representative every day (i.e., 365 days per year). Pump stations that
are connected to telemetry shall be inspected at least once per week. [15A NCAC 02T .0108 (b)]
A general observation by the permittee or its representative of the entire wastewater collection system
shall be conducted at least once per year. [15A NCAC 02T .0108 (b)]
4. Inspections of all high priority lines (i.e. aerial line, sub -waterway crossing, line contacting surface
waters, siphon, line positioned parallel to stream banks that are subject to eroding in such a manner
that may threaten the sewer line, or line designated as high -priority in a permit) shall be performed at
least once per every six-month period of time. A list of high -priority lines is presented as Attachment A
and is hereby incorporated into this permit condition. New high priority lines installed or identified
after permit issuance are incorporated by reference and subject to this permit condition until permit
renewal where they shall be referenced in writing in Attachment A. [15A NCAC 02T .0108 (b)]
VI. GENERAL CONDITIONS
1. This permit is not transferable. In the event that the Permittee desires to transfer ownership of the
wastewater collection system or there is a name change of the Permittee, a formal permit modification
request shall be submitted to the Division. The request shall be accompanied by documentation from
the parties involved, and other supporting materials as may be appropriate. Such request will be
considered on its merits and may or may not be approved. [15A NCAC 02T .0104; G.S. 143-215.1(d)(3)]
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statute §143-215.6A
through §143-215.6C, and a sewer moratorium may be established. [15A NCAC 02T .0104]
3. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (i.e., local, state,
and federal) having jurisdiction. (G.S. 143-215.1(b)]
4. The issuance of this permit does not prohibit the Division from reopening and modifying the permit,
revoking and reissuing the permit or terminating the permit as allowed by the laws, rules, and
regulations or as needed to address changes in federal regulations with respect to the wastewater
collection system, in accordance with required procedures. [G.S. 143-215.1(b)(4)]
Page 6 of 7

The Permittee shall pay the annual fee within thirty (30) days after being billed by the Division. Failure
to pay the fee accordingly may cause the Division to initiate action to revoke this permit.
[15A NCAC 02T .0110 (4)]
6. The Permittee shall file an application for renewal of this permit at least six months prior to the
expiration of this permit. Upon receipt of the request, the Director will review the adequacy of the
wastewater collection system described therein, and if warranted, will extend the permit for a period
of time and under such conditions and limitations, as the Director may deem appropriate. [15A NCAC
02T .0109]
7. The Permittee shall notify the Division's Pretreatment, Emergency Response and Collection Systems
Unit in writing at 1617 Mail Service Center, Raleigh, North Carolina 27699 of any changes to the name
and/or address of the responsible party (i.e. mayor, city/town manager) of the wastewater collection
system. [15A NCAC 02T .0106 (c)]
Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the collection system at
any reasonable time for the purpose of determining compliance with this permit, may inspect or copy
any records that must be maintained under the terms and conditions of this permit, and may obtain
samples of wastewater, groundwater, surface water, soil, or plant tissue.
[15A NCAC 02T .0110 (3)]
9. The Permittee or their authorized representative shall have available a copy of this permit to present
upon request by any duly authorized officer, employee, or representative of the Division.
[15A NCAC 02T .0104]
Permit issued this the 5th of June, 2018
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Linda Culpepper
Interim Director, Division of Water Resources
By Authority of the Environmental Management Commission
by Deborah Gore, Pretreatment, Emergency Response, Collection System Unit Supervisor
Division of Water Resources, NCDEQ
Page 7 of 7

Attachment A
Town of Murfreesboro
Murfreesboro Collection System
WQCS00286
Part IVA
High Priority Lines
I- Bridge @ US Hwy 258 North Suspended sewer line
2. Woodridge Road Exposed pipe/parallel stream

Town of Murfreesboro
Collection System Permit Renewal
Part IV - 3
WQCS00286
Pump Station .List
Name
Location
Alarm
Pum Reliabili
ReliabiliV Source
Capacity
LS -1
123 Storey Road
Audible, Visual
Yes
Portable Generator
25 GPM
LS -2
900 W. Main St
Audible, Visual, Telemetl y
Yes
Portable Generator
175 GPM
LS -4
400 Jay Trail
Audible, Visual, TelemetryYes
Portable Generator
250 GPM
LS -6
341 Carolina Drive
Audible, Visual, TelemetryYes
Portable Generator
200 GPM
LS -7
211 Holly Hill Road
Audible, Visual, TelemetryYes
Portable Generator
150 GPM
LS-9
3 Quail Hollow Road
Audible, Visual
Yes
On -Site Generator
30 GPM
LS — 10
410 Cotton Street
Audible, Visual, Telemetry
Yes
On -Site Generator
400 GPM
LS —12
1840 NC Hwy 1.1
Audible, Visual, TelemetryYes
Portable Generator
30 GPM
LS — 13
322 Carver Park
Audible, Visual, TelemetryYes
es
Portable Generator
200 GPM
LS — 16
116 Rose Road
Audible, Visual
Yes
Portable Generator
25 GPM

TOWN OF MURFREESBO90 - WATER & SEWER ACCOUNT
Date nv No. Esc P.O. No. Amount
05/15/2020 5142020/Permit $480.00
�A-p , C V-LQ- (- K"
so* 4 wm\�,e �
Lo 1)12-1 1-b LI KO, rn
CK ## 3(044
Check: 12011 05/15/2020 Total Amt: $480.00
12011
TOWN OF MURFREESBORO
WATER & SEWER ACCOUNT PNC BANK, N.A.
P.O. BOX 6 MURFREESBORO, NC 27855 15-3/540
THIS DISBURSEMENT HAS BEEN APPROVED AS REQUIRED BY
REQUIRED BY THE LOCAL GOVERNMENT AND FISCAL CONTROL ACT
a
m
0
DATE AMOUNT
05/15/2020 $480.00
Four Hundred Eighty Dollars and 00 Cents 0�;-I r
PAY �' ��
TO THE
ORDER NCDEQ / VOID AFTER 90 DAYSOF '1114
n
DWI CLEAN WATER _,z MAYOR
1613 MAIL SERVICE CENTER , TOWN ADMINISTRATOR
RALEIGH NC 27699-1633 AUTHORIZED SIGNATURE

State of North Carolina
nWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T, 15A NCAC 02T .0300, Division Policies and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that require an environmental assessment in accordance with 15A NCAC 1C .0100;
➢ Projects that do not meet any part of the minimum design criteria (MDC) document;
➢ Projects that involve a variance from the requirements of 15A NCAC 2T;
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pumps;
➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State.
❑ If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
® The Project Name in Item II.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Pagel of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
❑ Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67 a .
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
➢ Location of the project (gravity sewer, pump stations & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
❑ Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
® Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
® Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump 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. (Required at time ofcertification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T.01 15(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations andBy-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

Mr. Robert Tankard
Asst. Regional Supervisor
NC Department of Environmental Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
RE: Town of Murfreesboro
Sanitary Sewer Lift Station
Improvements, Hertford Co.
SRF #CS 370491-04
Dear Robert:
�is�i see ug Excel owe /ir�ro�ative A�j�soa�/r�s/Sas&i&*,We So%ati~
VIA UPS NEXT DAY
Thank you for your quick response via email regarding the need for the attached permit related to The
above -referenced project, which is being funded in part by the North Carolina Department of
Environmental Quality, Division of Water Infrastructure and includes the following:
Pump Station No. 6-Carolina Street: Construction of a new wet well, centrifugal submersible pumps,
electrical power and controls, auto -dialer, new diesel generator with an automatic transfer switch,
inclusive of all site work and other appurtenances. The existing station will remain in service until the new
station has been inspected, certified, and accepted by the Town of Murfreesboro. Upon acceptance of
the new duplex station. The existing wet pit/dry pit underground station will be demolished and
abandoned in accordance with the project specifications. The new station will be located approximately
20-feet from the existing station. Please note there will be no increase in the influent or effluent flow from
its current 200- GPM capacity. Therefore, no additional flow allocation is needed.
Pump Station No. 10-Cotton Street: Construction of a new duplex above ground, self -priming, centrifugal
pumps with fiberglass enclosure, electrical power, and controls, auto -dialer, new diesel generator with an
automatic transfer switch, inclusive of all site work and other appurtenances. The existing station will
remain in service until the new station has been inspected, certified, and accepted by the Town of
Murfreesboro. Upon acceptance of the new station, the existing wet pit/dry pit underground station will
be demolished and abandoned in accordance with the project specifications, and the existing wet well
will be utilized as a part of the new station. Please note there will be no increase in the influent or effluent
flow from its current 400-GPM capacity. Therefore, no additional flow allocation is needed.
Enclosed herein; please find one original and one copy the following documents unless otherwise noted:
• NCDEQ FTA-04-16 Fast Track Sewer System Extension Application
• Application Fee of $480.00 (one copy)
• Site Map
• Existing Sanitary Sewer Collection Permit No. WQCS00286 M E S c ®. C C.3 M
License No. C-0281

Murfreesboro Sewer Permit Application
May 21, 2020
Page No. 2
Both pump stations will continue to be owned and maintained by the Town of Murfreesboro in
accordance with the permit.
Should you have questions or need additional information, please don't hesitate to contact Mr. Gary
Flowers in our office or me. We hope that all of our friends in the Washington Regional Office continue
to stay well during this pandemic. Thank you again for your prompt assistance.
Sincerely,
MUNICIPAL ENGINEERING SERVICES CO., PA
Michael L. McAllister, M-ASCE
Principal Project Manager
CC: Hon. Hal Thomas, Mayor of Murfreesboro
Ms. Carolyn Brown, Town Administrator, Murfreesboro
Ms. Becky Turner, Public Works Director, Murfreesboro
Mr. Gary Flowers, PE, MESCO

State of North Carolina
nWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources . INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T 15A NCAC 02T .0300, Division policies and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that require an environmental assessment in accordance with 15A NCAC 1 C .0100;
➢ Projects that do not meet any part of the minimum design criteria (MDC) document;
➢ Projects that involve a variance from the requirements of 15A NCAC 2T;
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPs) or simplex grinder pumps;
➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State.
❑ If the Applicant Type in Item 1.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
® The Project Name in Item II.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Pagel of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
❑ Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67 a .
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
➢ Location of the project (gravity sewer, pump stations & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
❑ Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
® Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
® Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump 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. (Required at time ofcertification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations andBy-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SEMI' TO THE APPROPRIATE REGIONAL. OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

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
Application Number: to be completed by DwR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Murfreesboro (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Hal Thomas per 15A NCAC 02T .0106(b)
Title: Mayor
4. Applicant's mailing address: P.O. Box 6
City: Murfreesboro State: NC Zip: 27855-0006
5. Applicant's contact information:
Phone number: [phone] Email Address: Cbrownaa,murfreesboronc.net
II. PROJECT INFORMATION:
1. Project name: Murfreesboro Sanitary Sewer Lift Station Improvements
❑ 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: Hertford
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.43416' Longitude:-77.10055'
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Gary M. Flowers, PE License Number: 20148
Firm: Municipal Engineering Services Co.. PA
Mailing address: 68 Shiuwash Drive
City: Garner State: NC Zip: 27529-
Phone number: (9jJ9 772-5393 Email Address: gflowers@a,mesco.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Murfreesboro Wastewater Treatment Facility Permit Number: W00006785
Owner Name: Town of Murfreesboro
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8-inch-
System Wide Collection System Permit Number(s) (if applicable): WQCS00286
Owner Name(s): Town of Murfreesboro
FORM: FTA 04-16 Page 1 of 6

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity beenattached?
❑ 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 QUA
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No QUA
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))
0Is there a Pretreatment Program in effect? ® Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ®No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.01140
Daily Design Flow' b
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
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. 42A4).
b Per 15A NCAC 02T .Ol 14(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 measureddata.
8. Wastewater generated by project: 0 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 6

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted: Lift Station No. 6 Carolina Street
Size (inches) Length (feet) Material
8 14 PVC
➢ 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
VIH. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/ForceMainsl:_
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Pump Station No. 6 Carolina Street
2. Approximate Coordinates (Decimal Degrees): Latitude:36.43656° Longitude:-77.10666'
3. Design flow of the pump station: 0.12-millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 200 gallons per minute at 19.6 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6
47
PVC
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 6

IX. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted: Lift Station No. 10 Cotton Street
Size (inches) Length (feet) Material
8 28 PVC
➢ 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
X. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/ForceMains):_
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Pump Station No. 10 Cotton Street
2. Approximate Coordinates (Decimal Degrees): Latitude:36.43527° Longitude:-77.09583'
3. Design flow of the pump station: 0.23-millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 400 gallons per minute at 75.4 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
8
47
PVC
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 4 of 6

XI. 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) ®Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be nrovided for sewer systems -
Setback Parameter*
Separation Required
Stone 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 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(e) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboage
➢ 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 2B.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 5 of 6

XII. 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 Gravitv 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, Gary M. Flowers, PE 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 kes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misca d n r, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per viol ion.
.. _.. /1.........,.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
A
per
�Ka1'YYM'M�bYww.
5/Zo/.7oa o
I, Hal Thomas, Mayor 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 143-215.6A 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/az `-/���Q�� Date: / 5 20.2 0
FORM: FTA 04-16 Page 6 of 6

•
Topo North America'" 9
N
'�IeI"
O
Barretts Crossroads
-
O
Mehe'rm*
Rive
�'
f f
4
+
s i 258 y
Buena vista •,Murtreesbpro
-
High Hill
y W
158 _
t'
158
1001 is
r
258
r
- :Lift
--:
Lift Station #10
Station #6
r
r
.s
� i
4
*% "
r
I If
r
,r
.19`ur 1 _
r
'
Vicinity Ma g _
Scale 1:48,000
� -
wee oro, NC
MI
V = 4,000.0 ft Data Zoom 11-4
Data use subject to license.
© Del orme. Topo North America'" 9.
www.delorme.com

Water PesouYces
ENVIRONMENTAL QUALIFY
June 5, 2018
Mr. Raymond Eaton, Wastewater Director
Town of Murfreesboro
PO Box 6
Murfreesboro, NC 27855-0006
Subject: Permit No. WQCS00286
Town of Murfreesboro
Murfreesboro Collection System
Hertford County
Dear Mr. Eaton:
ROY COOPER
MICHAEL S. REGAN
LINDA CULPEPPER
buerun l)II'vi"I.
In accordance with your application received May 30, 2018, we are forwarding herewith Permit No.
WQCS00286, dated June 5, 2018, to the Town of Murfreesboro for the operation and maintenance of the
subject wastewater collection system.
This permit shall be effective from July 1, 2018 until June 30, 2026 and shall be subject to the conditions and
limitations specified herein. It is your responsibility to thoroughly review this permit. Please pay particular
attention to the monitoring and reporting requirements in this permit and any special conditions.
Changes have been made to the boiler plate language of the permit. Most of the changes are for clarification
purposes, however Condition 1(3) has been removed. The Department of Environmental Quality (DEQ)
believes that condition was included erroneously in previous permits. It was included based on proposed
rulemaking by EPA which was never promulgated and, in the continued absence of Federal regulations, DEQ
lacks authority to include such language in a permit. DEQ will continue to exercise enforcement discretion
when evaluating sanitary sewer overflows that may be considered to be beyond the reasonable control of the
Permittee. A highlighted copy of the permit identifying the changes made is available at:
http://ncdenr.s3.a mazonaws.com/s3fs-
public/Water%20Quality/Surface%20Water%20Protection/PERCS/WCS%20(Collection%20System)/Updated
%20WQCS%20Template%2015.05.18%20(highlighted).pdf
For purposes of permitting, the collection system is considered to be any existing or newly installed system
extension up to the wastewater treatment facility property or point of connection with a separately owned
sewer system. The collection system is considered all gravity lines, pump stations, force mains, low pressure
sewer systems, STEP systems, vacuum systems, etc. and associated piping, valves and appurtenances that
help to collect, manage and transport wastewater to a wastewater treatment plant under the Permittee's
ownership or maintained and operated by the Permittee through a perpetual legal agreement. Satellite
systems are systems tributaryto the Permittee's collection system but those collection systems are not owned
or maintained by the Permittee. The system description provided on Page 1 of this permit is meant to provide
a general idea about the size of the system and may not be all inclusive of the collection system at the time of
permit issuance or afterward.
1617 Mall Service Center, Raleigh, North Carolina 27699-1617
Phone: [phone]Internet: www.ncwaterquality.org
An Equal Opportunity 1AffrmaUve Aclion Employer - Made in part by recycled paper

Murfreesboro Collection System
June 5, 2018
A discharge of wastewater to the environment from the Permittee's wastewater collection system prior to
reaching the wastewater treatment facilities is referred to herein as a Sanitary Sewer Overflow (SSO). The
evaluation of enforcement options after an SSO will be determined considering all relevant information
available or requested of the Permittee. Compliance with all conditions of the permit as well as all statutes
and regulations pertaining to the wastewater collection system must be maintained or appropriate
enforcement actions may be taken as noted in Condition VI(2).
A reportable SSO is an SSO greater than 1,000 gallons to the ground or an SSO of any amount that reaches
surface water (including through ditches, storm drains, etc.). Reporting requirements including the required
verbal report and written report to the appropriate regional office are referenced in Condition IV(2), Form
CS-SSO can be downloaded from the SSO Reporting area at:
http://ncdenr.s3.amazonaws.com/s3fs-
public/Water%20QualitV/Surface%2OWater%20Protection/PERCS/WCS%20(SSO%2ODocuments)/CS-
SSO(2015).doc
A notice of deficiency (NOD), notice of violation (NOV), civil penalty, and/or a moratorium on the addition of
waste to the system may be issued if adequate justification for an SSO is NOT submitted to the regional office.
In order to submit a claim for justification of an SSO, you must use Part 11 of form CS-SSO with additional
documentation as necessary. DWR staff will review the justification claim and determine if enforcement
action is appropriate. Please be advised that the information needed to justify a spill is very comprehensive.
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 thirty days following the receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 1508 of the 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.
If you have questions regarding compliance, contact the appropriate regional office. If you need additional
information concerning this permit, please contact Steve Lewis at [phone].
Sincerely,
for Linda Culpepper
Interim Director, Division of Water Resources
by Deborah Gore, Supervisor
Pretreatment, Emergency Response, Collection System Unit (PERCS)
enclosure: Permit No. WQCS00286
cc: Washington Regional Office, Water Quality Regional Operations (electronic)
Water Resources Centrai Files — WQCS00286 (electronic)
Maureen Kinney, NC Operators Certification Program (electronic)
PERCS Files (electronic)

STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
SYSTEM -WIDE COLLECTION SYSTEM 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
Town of Murfreesboro
W QCS00286
FOR THE
operation and maintenance of a wastewater collection system consisting of, at the time of permit issuance,
approximately 19.8 miles of gravity sewer, approximately 2.8 miles of force main, 8 simplex pump stations
without permanent pump reliability that serve more than one building, 10 duplex pump stations, and all
associated piping, valves, and appurtenances required to make a complete and operational wastewater
collection system to serve the Town of Murfreesboro and any deemed permitted satellite communities
pursuant to the application received May 30, 2018, and in conformity with the documents referenced
therein 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 July 1, 2018 until June 30, 2026, and shall be subject to the following
specified conditions and limitations:
Page 1 of 7

i. PERFORMANCE STANDARDS
1. The sewage and wastewater collected by this system shall be treated in the properly permitted
Wastewater Treatment Facility identified in the permit application and documented in the Division's
database. [15A NCAC 02T .0108 (b)]
2. The wastewater collection system shall be effectively managed, 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. In the event that the wastewater collection system fails to
perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate
actions as per the Response Action Plan (Condition 11(9)), as well as any actions that may be required by
the Division of Water Resources (Division), such as the construction of additional or replacement sewer
lines and/or equipment. [15A NCAC 02T .0108 (b)]
3. The Permittee shall establish by ordinance., inter -local agreement or contract its legal authority to
require new sewers be properly constructed; to ensure proper inspection and testing of sewer mains
and service laterals; to address flows from satellite systems and to take enforcement action as required
by Condition 1(4). [G.S. 143-215.9B; G.S. 143-215.1(f)(1)]
4. The Permittee shall develop and implement an educational fats, oils and grease program that shall
include at least semiannual distribution of educational material targeted at both residential and non-
residential users. The Permittee shall also develop and implement an enforceable fats, oils and grease
program for non-residential users under which the Permittee can take enforcement against users who
have not properly installed, operated and maintained grease traps or grease interceptors as directed
or otherwise violated the terms of the enforcement program pertaining to fats, oils and grease.
[15A NCAC 02T .0108 (b)]
The Permittee shall adopt and implement a Capital Improvement Plan (CIP) to designate funding for
reinvestment into the wastewater collection system infrastructure. The CIP should address the short-
term needs and long-term "master plan" concepts. The CIP should typically cover a three to five year
period and include a goal statement, description of the project area, description of the existing facilities,
known deficiencies (over a reasonable period) and forecasted future needs. Cost analysis is integral to
the CIP. [G.S. 143-215.9B]
Overflow piping from manholes and pump stations, excluding piping to approved equalization
structures, known or discovered after permit issuance shall be immediately removed or permanently
capped. Plugged or valved emergency pumping connections are allowable for portable pumping or
rerouting without intentionally bypassing the wastewater treatment facility.
[15A NCAC 02T .0108 (b)]
The Permittee shall maintain a contingency plan for pump failure at each pump station. If one of the
pumps in a pump station containing multiple pumps fails, the process of repairing or replacing the pump
shall be initiated immediately and the new parts or pump shall be installed as soon as possible. The
permittee shall provide justification for delay in initiating the process for repair or replacement at the
Division's request. If the pump in a simplex pump station serving more than a single building or pump
stations not capable of pumping at a rate of 2.5 times the average daily flow rate with the largest pump
out of service fails, it shall be replaced immediately. [15A NCAC 02T .0305 (h) (1)]
Page 2 of 7

8. Each pump station shall be clearly and conspicuously posted with a pump station identifier and an
emergency contact telephone number at which an individual who can initiate or perform emergency
service for the wastewater collection system 24 hours per day, seven days per week can be contacted.
This emergency contact telephone number shall be coupled with instructions that the emergency
contact should be called if the visual alarm illuminates, if the audible alarm sounds, or if an emergency
is apparent. [15A NCAC 02T .0305 (h) (2)]
9. Pump station sites, equipment and components shall have restricted access.
[15A NCAC 02T .0305 (h) (4)]
10. Pump stations that do not employ an automatic polling feature (i.e. routine contact with pump stations
from a central location to check operational status of the communication system) shall have both
audible and visual high water alarms. The alarms shall be weather-proof and placed in a clear and
conspicuous location. Permits issued for the construction of pump stations that included high water
alarms in the description must maintain the alarms even if simple telemetry (i.e. notification of an alarm
condition initiated by the pump station control feature) is installed.
[15A NCAC 02T .0305 (h) (1)]
11. For all newly constructed, modified and rehabilitated pump stations, all equipment and components
shall be sealed within a corrosion -resistant coating or encasement to the extent practicable and
equivalent to the minimum design criteria unless the permittee can demonstrate it is not practicable
or another form of corrosion resistance is employed. (15A NCAC 02T .0108 (b)]
II. OPERATION AND MAINTENANCE REQUIREMENTS
Upon classification of the collection system by the Water Pollution Control System Operators
Certification Commission (WPCSOCC), the Permittee shall designate and employ a certified operator to
be in responsible charge (ORC) and one or more certified operator(s) to be back-up ORC(s) of the
facilities in accordance with 15A NCAC 8G .0201. The ORC shall visit the system within 24 hours of
knowledge of a bypass, spill, or overflow of wastewater from the system, unless visited by the Back -Up
ORC, and shall comply with all other conditions of 15A NCAC 8G .0204.
[15A NCAC 08G .0200 et.seq.]
2. The Permittee shall develop and adhere to a schedule for reviewing all inspection, maintenance,
operational and complaint logs. If the review process results in the identification of any recurring
problem in the wastewater collection system that cannot be resolved in a short time period, the
Permittee shall establish a plan for addressing the problem(s). [15A NCAC 02T .0108 (b)]
3. The Permittee shall develop and adhere to a schedule for testing emergency and standby equipment.
[15A NCAC 02T .0108 (b)]
4. The Permittee shall develop and implement a routine pump station inspection and maintenance
program which shall include the following maintenance activities:
a. Cleaning and removing debris from the pump station structure, outside perimeter, and wet
well;
b. Inspecting and exercising all valves;
c. Inspecting and lubricating pumps and other mechanical equipment; and
d. Verifying the proper operation of the alarms, telemetry system and auxiliary equipment.
115A NCAC 02T .0108 (b)]
Page 3 of 7

S. For each pump station without pump reliability (i.e. simplex pump stations serving more than a single
building or pump stations not capable of pumping at a rate of 2.5 times the average daily flow rate with
the largest pump out of service), at least one fully operational spare pump capable of pumping peak
flow shall be maintained on hand. [15A NCAC 02T .0305 (h) (1) (A)]
6. The Permittee shall maintain on hand at least two percent of the number of pumps installed, but no
less than two pumps, that discharge to a pressure sewer and serve a single building, unless the
Permittee has the ability to purchase and install a replacement pump within 24 hours of first knowledge
of the simplex pump failure or within the storage capacity provided in a sewer line extension permit.
[15A NCAC 02T .0108 (b)]
7. Rights -of -way and/or easements shall be properly maintained to allow accessibility to the wastewater
collection system unless the Permittee can demonstrate the ability to gain temporary access in an
emergency situation where existing land -use conditions do not allow the establishment and
maintenance of permanent access. In this case, the Permittee shall continue to observe the lines
visually, utilize remote inspection methods (e.g. CCTV) and use the opportunity of drier conditions to
perform further inspections and necessary maintenance. [15A NCAC 02T .0108 (b)]
The Permittee shall assess cleaning needs, and develop and implement a program for appropriately
cleaning, whether by hydraulic or mechanical methods, the wastewater collection system. At least 10
percent of the gravity wastewater collection system, selected at the discretion of the ORC, shall be
cleaned each year. Preventative cleaning is not required for sewer lines less than five years old unless
inspection otherwise reveals the need for cleaning or cleaning is required by a sewer line extension
permit. [15A NCAC 02T .0108 (b)]
9. The Permittee shall maintain a Response Action Plan that addresses the following minimum items:
a. Contact phone numbers for 24-hour response, including weekends and holidays;
b. Response time;
c. Equipment list and spare parts inventory;
d. Access to cleaning equipment;
e. Access to construction crews, contractors and/or engineers;
f. Source(s) of emergency funds;
g. Site restoration and clean up materials; and
h. Post-SSO assessment.
[15A NCAC 02T .0108 (b)]
10. The Permittee, or their authorized representative, shall conduct an on -site evaluation for all SSOs as
soon as possible, but if feasible no more than two hours after first knowledge of the SSO. The Permittee
shall document in its 5-day report why it was unable to initially respond to any SSO location within two
hours. [15A NCAC 02T .0108 (b)]
11. In the event of an SSO or blockage within the wastewater collection system, the Permittee shall restore
the system operation, remove visible solids and paper, restore any ground area and restore the
surroundings. [15A NCAC 02T .0108 (b)]
Ill. RECORDS
1. Records shall be maintained to document compliance with Conditions 1(4),11(2) - II(4), II(7) - II(8), IV(3)
and V(1) -V(4). Records shall be kept on file for a minimum of three years. [15A NCAC 02T .0108 (b)]
Page 4 of 7

2. The Permittee shall maintain adequate records pertaining to SSOs, and SSO or wastewater collection
system complaints for a minimum of three years. These records shall include, but are not limited to,
the following information:
a. Date of SSO or complaint;
b. Volume of wastewater released as a result of the SSO and/or nature of complaint;
C. Location of the SSO and/or complaint;
d. Estimated duration of the SSO;
e. Individual from the Division who was informed about the SSO and/or complaint, when
applicable;
f. Final destination of the SSO;
g. Corrective actions;
h. Known environmental/human health impacts resulting from the SSO; and
i. How the SSO was discovered.
[15A NCAC 02T .0108 (b)]
The Permittee shall maintain an up-to-date, accurate, comprehensive map of its wastewater collection
system that also notes the locations where other wastewater collection systems become tributary. If
a comprehensive map of the collection system has not been established, a rough sketch shall be drawn.
The Permittee shall map approximately 10 percent of its existing collection system each year for the
next ten years beginning at the original permit issuance date, or until complete, whichever is sooner.
The comprehensive map shall include, but is not limited to: pipe size, pipe material, pipe location, flow
direction, approximate pipe age, and each pump station identification, location and capacity. [15A
NCAC 02T .0108 (b)]
4. The Permittee shall maintain records of all of the modifications and extensions to the collection system
permitted herein. The Permittee shall maintain a copy of the construction record drawings and
specifications for modifications/extensions to the wastewater collection system for the life of the
modification/extension. Information concerning the extension shall be incorporated into the map of
the wastewater collection system within one year of the completion of construction. The system
description contained within this permit shall be updated to include this modification/extension
information upon permit renewal. [15A NCAC 02T .0108 (b)]
IV. MONITORING AND REPORTING REQUIREMENTS
1. In the event of an SSO the Division may require monitoring that is necessary to ensure surface water
and groundwater protection and an acceptable sampling and reporting schedule shall be implemented.
[15A NCAC 02T .0108 (c)]
The Permittee shall verbally report to a Division of Water Resources staff member at the Washington
Regional Office, at telephone number [phone] as soon as possible, but in no case more than 24
hours following first knowledge of the occurrence of the following circumstances within the collection
system which is underthe Permittee's ownership or maintained and operated by the Permittee through
a perpetual legal agreement:
a. Any SSO and/or spillover 1,000 gallons to the ground; or
b. Any SSO and/or spill, regardless of volume, that reaches surface water.
Voice mail messages orfaxed information shall not be considered as the initial verbal report. SSOs (and
other types of spills) occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone].
Page 5 of 7

Persons reporting any of the above occurrences shall file a spill report by completing Part I of Form CS-
SSO (or the most current Division approved form), within five business days following first knowledge
of the occurrence. This report shall outline the actions taken or proposed to ensure that the problem
does not recur. [G.S. 143-215.1C(a1)]
The Permittee shall meet the annual reporting and notification requirements provided in North Carolina
General Statute §143-215.1C.
V. INSPECTIONS
1. The Permittee or the Permittee's designee shall inspect the wastewater collection system regularly to
reduce the risk of malfunctions and deterioration, operator errors, and other issues that may cause or
lead to the release of wastes to the environment, threaten human health or create nuisance conditions.
The Permittee shall keep an inspection log or summary including, at a minimum, the date and time of
inspection, observations made, and any maintenance, repairs, or corrective actions taken by the
Permittee. [15A NCAC 02T .0108 (b)]
Pump stations that are not connected to a telemetry system (i.e., remote alarm system) shall be
inspected by the permittee or its representative every day (i.e., 365 days per year). Pump stations that
are connected to telemetry shall be inspected at least once per week. [15A NCAC 02T .0108 (b)]
3. A general observation by the permittee or its representative of the entire wastewater collection system
shall be conducted at least once per year. [15A NCAC 02T .0108 (b)]
Inspections of all high priority lines (i.e. aerial line, sub -waterway crossing, line contacting surface
waters, siphon, line positioned parallel to stream banks that are subject to eroding in such a manner
that may threaten the sewer line, or line designated as high -priority in a permit) shall be performed at
least once per every six-month period of time. A list of high -priority lines is presented as Attachment A
and is hereby incorporated into this permit condition. New high priority lines installed or identified
after permit issuance are incorporated by reference and subject to this permit condition until permit
renewal where they shall be referenced in writing in Attachment A. [15A NCAC 02T .0108 (b)]
VI. GENERAL CONDITIONS
1. This permit is not transferable. In the event that the Permittee desires to transfer ownership of the
wastewater collection system or there is a name change of the Permittee, a formal permit modification
request shall be submitted to the Division. The request shall be accompanied by documentation from
the parties involved, and other supporting materials as may be appropriate. Such request will be
considered on its merits and may or may not be approved. [15A NCAC 02T .0104; G.S. 143-215.1(d)(3)]
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statute §143-215.6A
through §143-215.6C, and a sewer moratorium may be established. [15A NCAC 02T .0104]
3. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (i.e., local, state,
and federal) having jurisdiction. [G.S. 143-215.1(b)]
4. The issuance of this permit does not prohibit the Division from reopening and modifying the permit,
revoking and reissuing the permit or terminating the permit as allowed by the laws, rules, and
regulations or as needed to address changes in federal regulations with respect to the wastewater
collection system, in accordance with required procedures. [G.S. 143-215.1(b)(4)]
Page 6 of 7

5. The Permittee shall pay the annual fee within thirty (30) days after being billed by the Division. Failure
to pay the fee accordingly may cause the Division to initiate action to revoke this permit.
(15A NCAC 02T .0110 (4)]
6. The Permittee shall file an application for renewal of this permit at least six months prior to the
expiration of this permit, Upon receipt of the request, the Director will review the adequacy of the
wastewater collection system described therein, and if warranted, will extend the permit for a period
of time and under such conditions and limitations, as the Director may deem appropriate, [15A NCAC
02T .0109]
7. The Permittee shall notify the Division's Pretreatment, Emergency Response and Collection Systems
Unit in writing at 1617 Mail Service Center, Raleigh, North Carolina 27699 of any changes to the name
and/or address of the responsible party (i.e. mayor, city/town manager) of the wastewater collection
system. [15A NCAC 02T .0106 (c)]
8. Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the collection system at
any reasonable time for the purpose of determining compliance with this permit, may inspect or copy
any records that must be maintained under the terms and conditions of this permit, and may obtain
samples of wastewater, groundwater, surface water, soil, or plant tissue.
[15A NCAC 02T .0110 (3)]
9. The Permittee or their authorized representative shall have available a copy of this permit to present
upon request by any duly authorized officer, employee, or representative of the Division.
[15A NCAC 02T .0104]
Permit issued this the 51h of June, 2018
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
rv�
for Linda Culpepper
Interim Director, Division of Water Resources
By Authority of the Environmental Management Commission
by Deborah Gore, Pretreatment, Emergency Response, Collection System Unit Supervisor
Division of Water Resources, NCDEQ
Page 7 of 7

Attachment A
Town of Murfreesboro
Murfreesboro Collection System
WQCS00286
Part IVA
High Priority Lines
1. Bridge @ US Hwy 258 North Suspended sewer line
2. Woodridge Road Exposed pipe/parallel stream

Town of Murfreesboro
Collection System Permit Renewal
Part IV - 3
WQCS00286
Pump Station List
Name
Location
Alarm
Pum Reliabili
Reliabili Source
Ca aci
LS -1
123 Storey Road
Audible, Visual
Yes
Portable Generator
25 GPM
LS -2
900 W. Main St
Audible, Visual, Telemetry
Yes
Portable Generator
175 GPM
LS -4
400 Jay Trail
Audible, Visual, Telemetry
Yes
Portable Generator
250 GPM
LS -6
341 Carolina Drive
Audible, Visual, Telemetry
Yes
Portable Generator
200 GPM
LS -7
211 Holly Hill Road
Audible, Visual, Telemetry
Yes
Portable Generator
150 GPM
LS-9
3 Quail Hollow Road
Audible, Visual
Yes
On -Site Generator
30 GPM
LS— 10
410 Cotton Street
Audible, Visual, Telemetry
Yes
On -Site Generator
400 GPM
LS —12
1840 NC Hwy 11
Audible, Visual, Telemetry
Yes
Portable Generator
30 GPM
LS — 13
322 Carver Park
Audible, Visual, Telemetry
Yes
Portable Generator
200 GPM
LS — 16
116 Rose Road
Audible, Visual
Yes
Portable Generator
25 GPM

TOWS OF MURFREESBO90 - WATER & SEWER ACCOUNT
ate nv No. esc P.O. No.
05/15/2020 5142020/Permit
Check: 12011 05/15/2020 Total Amt:
Amount
$480.00
$480.00
12011
TOWN OF MURFREESBORO PNC BANK, N.A.
WATER & SEWER ACCOUNT
P.O. BOX 6 MURFREESBORO, NC 27855 15-3 540
THIS DISBURSEMENT HAS BEEN APPROVED AS REQUIRED BY
REQUIRED BY THE LOCAL GOVERNMENT AND FISCAL CONTROL ACT D
0
DATE AMOUNT
05/15/2020 $480.00
Four Hundred Eighty Dollars and 00 Cents OFFI C'ljk,/
PAYTO THE
�j i
ORDER NCDEO VOID AFTER 90 DAYS / n
OF /Ytt� ��"iQ 11 / L
DWI CLEAN WATER MAYOR
1613 MAIL SERVICE CENTER �, TOWN ADMINISTRATOR
RALEIGH NC 27699-1633 AUTNORIZEDSIG ATURE