WQCS00280_Renewal (Application)_20201112

Filmore York
Gp��l PLACE )a
`'
Mayor i COUNCIL MEMBERS
William Doerfer �` Tyson Nixon
Town Manager Mayor ProTem
Jessica Brown Larry Coble
Town Clerk LU Chris Compton
William H. Flowe Jr. JR Beard
Town Attorney Don Herndon
10/27/2020
Town of Liberty
239 S Fayetteville St
Liberty, NC 27298
NCDEQ-DWR
i�'ED
Water Quality Permitting Section
Attn: PERCS Unit Supervisor NOV 1 7 2020
1617 Mail Service Center
Raleigh, NC 27699-1617 NCDEQIDWRIN'PDES
Dear PERCS Unit Supervisor, V\JG C S G O 2. b 0
Attached is the CSA 04-16 System Wide Wastewater Collection System Application and all
supporting documents for the Town of Liberty which holds permit WQ0003090.
Included in the application are the following:
Cover Letter
Application
Pump Station List
High Priority Lines List
Annual Budget for Collection System
10 year Capital Improvement Plan
Response Action Plan
Contingency Plan
Comprehensive Collection System Map
Let us know if you need any additional information or if you have any questions, please contact
me at 336-215-7855 or at [e-mail].
Sincerely,
/01:‘
Will Doerf
Town Manager, Liberty NC
Town of Liberty • P. O. Box 1006 • 239 South Fayetteville Street • Liberty, North Carolina 27298
Phone [phone] • Fax [phone] • www.Liberty-NC.com

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0400—SYSTEM-WIDE WASTERWATER COLLECTION SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM CSA 04-16& SUPPORTING DOCUMENTATION
Documents shall be prepared in accordance with 15A NCAC 02T .0100, 15A NCAC 02T .0400, and all relevant
Division Policies. Failure to submit all required items will necessitate additional processing and review time.
For more information, visit the System-wide Collection System Permitting webslie:
General—When submitting an application to the Pretreatment,Emergency Response,&Collection Systems(PERCS)Unit,
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.
The Applicant shall submit one original and one copy of the application and supporting documentation.
A. Cover Letter
Ei Submit a cover letter listing all items and attachments included in the permit application package
B. No Application Fee Required
➢ No application fee is necessary. The permittee will be billed an annual fee upon issuance of the permit
➢ The appropriate annual fee for systemwide wastewater collection system permits may be found at:
➢ Annual Non-Discharge Fees
C. System-Wide Wastewater Collection System (FORM: CSA 04-16) Application:
El Submit the completed and appropriately executed System-wide Wastewater Collection System (FORM: CSA 04-
16) application. Any unauthorized content changes to this form shall result in the application package being
returned. If necessary for clarity or due to space restrictions, attachments to the application may be made, as long
as the attachments are numbered to correspond to the section and item to which they refer.
❑ If the Applicant Type in Section I.3 is a Privately-Owned Public Utility, provide the Certificate of Public
Convenience and Necessity(CPCN)from the North Carolina Utilities Commission demonstrating the Applicant is
authorized to hold the utility franchise for the area to be served by the wastewater collection system, 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.
❑ If the Applicant Type in Section I.3 is a corporation or company, provide documentation if it is registered for
business with the North Carolina Secretary of State.
D. General Information:
➢ The Authorized signing official listed in Section 1.4 should match with that of the Applicant certification page in
accordance with I SA NCAC 02T .0106(b). Per 1 5A NCAC 02T .0106(e), 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).
> NOTE - Public Works Director's are not authorized to sign this permit application according to the rule
unless they are delegated.
INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 1 of 5

E. Summary of Attachments Required:
® Instruction A: Cover Letter
® Instruction C: Application
❑ Instruction C: Ownership Documentation (i.e. CPCN)(If necessary)
❑ Instruction D: Delegation Letter(If necessary for signing official)
® Section IV.3 Pump Station List
• Section IV.4 High Priority Lines List
® Section V.4 Annual Budget for Collection System(Updated and Approved)
❑ Section V.6 Capital Improvement Plan (Updated and Approved)
® Section VI.2 Response Action Plan
® Section VI.4 Contingency Plan
® Section VI.6 Comprehensive Collection System Map
❑ Section VII Note Any Potential Compliance Issues
THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS,SHOULD BE SENT TO:
NCDEQ-DWR
Water Quality Permitting Section
PERCS UNIT
By U.S.Postal Service: By Courier/Special Delivery:
Attn: PERCS Unit Supervisor 512 N. SALISBURY ST.Suite 925
1617 MAIL SERVICE CENTER RALEIGH, NORTH CAROLINA 27604
RALEIGH,NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
INSTRUCTIONS FOR APPLICATION CSA 04-16& SUPPORTING DOCUMENTATION Page 2 of 5

I. APPLICANT INFORMATION:
1. Applicant's name(Municipality, Public Utility,etc):Town of Liberty
2. FaciIity Information: Name: Liberty Collection System Permit No.: WQCS00280
3. Applicant type: X Municipal ❑ State ❑ Privately-Owned Public Utility
❑County ❑ Other:
4. Signature authority's name: William Doerfer per 15A NCAC 02T.0106(b)
Title: Town Manager
5. Applicant's mailing address: P.O. Box 1006
City:Liberty State:NC Zip:27298-
6. Applicant's contact information:
Phone number: [phone] Fax number: [phone] Email address:townmanager(a.townoflibertync.org
II. CONTACT/CONSULTANT INFORMATION:
1. Contact Name: Scott Kidd
2. Title/Affiliation: Public Services and Recreation Director
3. Contact's mailing address:P.O. Box 1006
4. City: Liberty State:NC Zip:27298-
5. Contact's information:
Phone number: [phone] Fax number: [phone] Email address: [e-mail]
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? ❑New X Renewal
2. County System is located in: Randolph County
3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system:
Owner(s)&Name(s): Town of Liberty
4. WWTF Permit Number(s): W00003090
5. What is the wastewater type? 95%Domestic or 5%Industrial(See 15A NCAC 02T.0103(20))
y Is there a Pretreatment Program in effect?X Yes or❑No
6. Wastewater flow: .32 MGD(Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: .550 MGD
8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T.0114 or X Representative Data
9. Population served by the collection system:2,655
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description Length
Gravity Sewer 23(miles)
Force Main 13.25(miles)
Vacuum Sewer 0(miles)
Pressure Sewer 0(miles)
APPLICATION CSA 04-16 Page 3 of 5

2. Pump Stations for Collection System:
Pump Station Type Number
Simplex Pump Stations(Serving Single Building)
Simplex Pump Stations(Serving Multiple Buildings)
Duplex Pump Stations 8
3. Submit a list of all major(i.e.not simplex pump station serving a single family home)pump stations. Include the following
information:
➢ Pump Station Name
> Physical Location
➢ Alarm Type(i.e. audible,visual,telemetry, SCADA)
➢ Pump Reliability(Can convey peak hourly wastewater flow with largest single pump out of service)
➢ Reliability Source(permanent/portable generator,portable pumps)
➢ Capacity of Station(Pump Station Capacity in GPM)
4. Submit a list of all high priority lines according per 15A NCAC 02T.0402(2)known to exist in the collection system. Head
the list with"Attachment A for Condition V(4)"and include the system name.
> Use the same line identification regularly used by the applicant
➢ Indicate type of high priority line(i.e.aerial),material and general location
V. COLLECTION SYSTEM ADMINISTRATION:
1. Provide a brief description of the organizational structure that is responsible for management, operation and maintenance of
the collection system.
Scott Kidd,PWD,reports to William Doerfer,Town Manager. Kevin Coble,Main ORC,reports to Scott Kidd
2. Indicate the current designated collection system operators for the collection system per I5A NCAC 08G.0201
Main ORC Name: Kevin Coble Certification Number: 992762
Back-Up ORC Name: Elix Tremaine Fike Certification Number: 1004523
See the"WOGS Contacts and OR.0 Report"for a current listing of the ORC(s)the Division has on file for WQCS permit
3. Approximate annual budget for collection system only: $290,763.00
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budge for the collection system only: $0---None funded this current year due to COVID
6. Submit a copy of your current capital improvement plan.
7. Is this collection system currently a satellite system ❑ Yes or X No
8. Do any satellite systems discharge to this collection system ❑Yes or X No(If yes complete table below)
Satellite System Contact Information(Name,Address, Phone Number)
Complete for Satellite Systems that have a flow or capacity greater than 200,000 GPD(Average daily flow)
9. List any agreements or ordinances currently in place to address flows from satellite systems:
Grease Ordinance.
APPLICATION CSA 04-16 Page 4 of 5

VI. COLLECTION SYSTEM COMPLIANCE:
1. Is a Response Action Plan currently in place X Yes or❑No
2. If Yes,submit a copy of the Response Action Plan or see table 6 below.
3. Is a pump station contingency plan currently in place?X Yes or[]No
4. If Yes,submit a copy of the pump station contingency plan or see table 6 below.
5. Is a comprehensive collection system map currently in place? X Yes or❑No
6. Submit a submit a copy of the collection system map(CD or hardcopy)or indicate a schedule for completion
7. Thoroughly read and review the System-Wide Collection System Permit Conditions. Typically compliance schedules
are only offered to NEW permit applicants and NOT permit renewals. Any compliance dates must be included within
the permit prior to issuance or the permit holder will be found in violation upon inspection.
Current If no, Indicate a Typical
Permit Condition Compliance Compliance
Compliance? Date Schedule
I(4)—Grease ordinance with legal authority to inspect/enforce X Yes ❑No 12— 18 mo.
1(5)— Grease inspection and enforcement program X Yes ❑No 12-- 18 mo.
I(6)—Three to five year current Capital Improvement Plan. X Yes ❑No 12— 18 mo.
1(8)—Pump station contingency plan X Yes ❑No 3 mo.
I(9)—Pump station identification signs. X Yes ❑No 3 mo.
1(11)—Functional and conspicuous audible and visual alarms. X Yes ❑No 3—6 mo.
II(5)—Spare pumps for any station where one pump cannot
handle peak flows alone(in a duplex station,the 2'd pump is X Yes ❑No 6—9 mo.
the spare if pump reliability is met).
li(7}—Accessible right-of-ways and easements. X Yes ❑No 6— 12 mo.
11(9)—Response action plan with Items 9(a—h). X Yes ❑No 3 mo.
III(3)—Comprehensive collection system map X Yes ❑No 10%per year
For conditions not listed,compliance dates are not typically offered. List any permit conditions that may be difficult for the
applicant to meet(attach clarification if needed):
**The Town of Liberty is in the final stages of signing an SOC—(EMC SOC WO S 19-011)—A copy of this SOC is attached
VII. APPLICANT'S CERTIFICATION per I5A NCAC 02T.0106(b):
I,William Doerfer attest that this application for Town of Liberty
(Signature Authority's Name&Title from Item 1.4) (Facility name from Item 1.1)
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 information and attachments are not included,this application package
will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed
S 10,000 as well as civil pen.lties u t a $25,000 per violation. l/ r v�/ r7`/7
Signature: il�M�/ Date: Ci
APPLICATION CSA 04-16 Page 5 of 5

Town of Liberty Lift Stations
1, Pump Station Name-5tarrnount Lift Station
Physical Location-4249 W.Starmount Ave.
Alarm Type-Visual,Audible,&SCADA
Pump Reliability--Yes.Only runs 6 HPD
Reliability Source-2 Permanent Pumps,Permanent Generator
Capacity-250 GPM
2. Pump Station Name-Kinro Lift Station
Physical Location-6937 Kinro Rd.
Alarm Type-Visual,Audible,&SCADA
Pump Reliability-Yes.Only runs 6 HPD
Reliability Source-2 Permanent Pumps,Permanent Generator
Capacity-284 GPM
3. Pump Station Name-Johnson Lift Station
Physical Location-616 W.Moffitt Ave.
Alarm Type-Visual,Audible,&SCADA
Pump Reliability-Yes.Only runs 4 HPD
Reliability Source-2 Permanent Pumps,Permanent Generator
Capacity-150 GPM
4. Pump Station Name--Kime Lift Station
Physical Location-516 W.Kime Ave.
Alarm Type-Visual,Audible,&SCADA
Pump Reliability-Yes.Only runs 5 HPD
Reliability Source-2 Permanent Pumps,Permanent Generator
Capacity-150 GPM
S. Pump Station Name-Holt Street Lift Station
Physical Location-4176 Holt Street
Alarm Type-Visual,Audible,&SCADA
Pump Reliability-Yes.Only runs 3 tWO
Reliability Source-2 Permanent Pumps,Permanent Generator
Capacity-ISO GPM
6. Pump Station Name-Industrial Park Lift Station
Pump Location-3259 Old 421 Rd.South
Alarm Type-Visual&Audible
Pump Reliability-Yes.Only runs 3 HPD
Reliability Source-2 Permanent Pumps,Permanent Generator
Capacity--1E0 GPM
7. Pump Station Name-Ultra Craft Lift Station
Pump Location-4899 Curtis Industrial Dr.
Alarm Type-Visual&Audible
Pump Reliability-Yes.Only runs 2 HPD(Monday-Friday only)
Reliability Source-2 Permanent Pumps
Capacity-30 GPM
8. Pump Station Name-Americhem lift Station
Physical Location 7002 Glenn Smith Rd.
Alarm Type-Visual&Audible
Pump Reliability-Yes.Only runs 30 MPD
Reliability Source-2 Permanent Pumps,Permanent Generator
Capacity-50 GPM

High Priority Lines
E. Highfll Ave.
N. Smith St.
Newberry Ave.
E. Brookwood Ave.
Beaver Dam
Teague St.
Graham St.

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Town of Liberty
P. 0. Box 1006
& .. 239 South Fayetteville Street
44-4 Liberty, North Carolina 27298
[phone] phone [phone] fax
www.Liberty-NC.aom
Town of Liberty
Capital Improvement Plan
(CIP)
2020 - 2029 RECEIVED
NOV 1 . 202f
Adopted )- "' 24, ? NCDEQ/DWR/NPDES
ALL d)-22-2020
Filmore York,May r Date
Attest:
Jess .a Brown, Town Clerk

TABLE OF CONTENTS
SECTION I GOAL STATEMENT
SECTION II DESCRIPTION OF PROJECT AREA 2
A. DEMOGRAPHICS
B. LAND AREA CONFIGURATIONS AND TOPOGRAPHY
SECTION III DESCRIPTION OF EXISTING FACILITIES 5
A. GENERAL STATUS
B. EXISTING CAPACITY
C. PRESENT CONDITION
D. PREVIOUSLY COMPLETED STUDIES AM ASSESSMENTS
E. SPECIFIC LIMITATIONS
F. LONG TERM POTENTIAL ALTERNATIVES
SECTION IV DESCRIPTION OF KNOWN DEFICIENCIES 11
A. CAPITAL OUTLAY NEEDS(10 YEAR HORIZON)
B. PRIORITIZATION OF NEEDS
C. SCHEDULE OF REQUESTS
SECTION V FORECAST OF FUTURE NEEDS 14
APPENDIX A SERVICE AREA MAP

SECTION I GOAL STATEMENT
The Town of Liberty will continue to provide the best drinking water in Randolph County,
provide wastewater collection and treatment, and proactively and continuously prepare to
provide these services into the future.

JCTION II DESCRIPTION OF PROJECT AREA
The Town of Liberty's population estimate as of 2019 according to American FactFinder is
2,658. The town is estimated to have grown by less than 1 percent since 2010 and actually
remained flat or fell about 0.1 percent between the 2000 and 2010 Census. Liberty is
approximately 61 percent people who are white and approximately 18 percent people who are
African-American and 24 percent persons of Hispanic or Latino descent. The remainder of the
population is composed of people who are of unspecified descent, American-Indian or multiple
races.
Table II-1 Local and Statewide Population and Economic Statistics
Name Population Poverty Median Household
(2019 Estimate) Rate Income(2018)
Town of Liberty 2,658 27.8 S39,665
North Carolina 10,488,084 14.0 S52,413
A. LAND AREA CONFIGURATIONS AND TOPOGRAPHY
Topography
The Town of Liberty contains generally hilly terrain with elevations ranging from approximately
725 to 780 feet above mean sea. level (MSL), according to the Randolph County Geographic
Information System (GIS). The Town is centered near the highest elevation and slopes generally
decrease toward the municipal boundary. The highest point, of approximately 780 feet above
MSL,is found around Greensboro Street.
Soils
Based on Natural Resources Conservation Service (NRCS) mapping, the most common soil
types in the Town are Georgeville urban land complex and Georgeville silty clay loam, as shown
in Table 1. Fourteen (14)additional soil types are found in the vicinity of the Town, though none
of these is found on more than five percent (5%)of the examined land area.

Table I Major soil types in and around the Town of Liberty
Abbreviation Name Slope Portion of
(%) area (%) Drainage
Georgeville-
GeB2 Silty Clay 2-8 21 well drained
Loam
Georgeville
GmC Urban Land 2-10 38 well drained
Complex
Georgeville
GeC2 silty clay 8-15 6.3 well drained
loam
GaC Georgeville
Silt Loam 8-15 5.3 well drained
Source: NRCS Mapping
important and Prime Farmland
According to the NRCS, the Georgeville Silty Clay Loam within Liberty are considered prime
farmland. The Georgeville Silt Loam and Georgeville silty clay loam are considered farmland of
statewide importance.
Forest Resources
Some forest resources are present within the Town of Liberty, which are typical of the Piedmont
region with a mixture of hardwoods and pines.
Wetlands
According to National Wetland Inventory (NWI) mapping, there are several identified wetlands
throughout Liberty. These wetlands are primarily riparian along streams and rivers including the
headwaters of the Rocky River.

Floodplains
The Town of Liberty is located near the top of several drainages. These drainages have mapped
floodplains that begin near the Town limits and generally flow outward away from the Town.
Historic Properties
The Town of Liberty has a rich history and has numerous historic properties. A historic district
was included on the National Registry in 2000 around the focused around the railroad which is
central to the Town's history.
Water Resources
Several surface waters are located in and around the Town. It is located in the Cape Fear River
basin and is primarily the headwaters for the Rocky River however the northernmost portion of
Town drains to the Haw River. The main branch of the Rocky River begins south of Town while
the North Prong passes by on the east side of Town..

SECTION III DESCRIPTION OF EXISTING FACILITIES
A. General Status
Liberty has a proud history when it comes to their water and sewer service. In the Iate 1920's,
there was one of many large fires in the downtown district. As a result, the mayor at the time
began installing the first ground well, water storage tank and water distribution lines in 1926. In
the 1940's, completed sometime between 1946-1948, the original wastewater treatment plant
was constructed. It was a trickle system that discharged into the North Rocky River Prong, which
belongs to the Rocky River Watershed and eventually ends up in the Cape Fear River. In 1964,
the wastewater collection system was expanded and the old trickle filter plant doubled in size..
In the late 1980's, the trickle filter system was abandoned and a sewer sprayfield and lagoon was
installed. The current wastewater treatment plant consists of a 7 acre lagoon and over 80 acres of
spray fields. The current treatment capacity is 550,000 gallons per day; however due to inflow
and infiltration, the WWTP can at times take in as much as 3-4 million gallons per day.
TABLE 1II-2
WATER AND SEWER CUSTOMERS
Customers Water Sewer
Residential 1201 1 084
Non-Residential 174 199

TABLE 111-2
FY 2017-18 LIBERTY FEE SCHEDULE FOR WATER
r
IN TOWN
Base Rate $16.30
Cost per 1,000 Gallons
0-3,000 Gallons Included in Base
3,001-6,000 Gallons $3.72
6,001-25,000 Gallons $3.85
Over 25,000 Gallons $4.02
Connection Charge(3/4") $1,750.00
OUT OF TOWN
Base Rate $27.23
Cost per 1,000 Gallons
0-3,000 Gallons Included in Base
3,001-6,000 Gallons $7.15
6,001-25,000 Gallons $7.45
Over 25,000 Gallons $7.85
Connection Charge $2,500.00

TABLE 111-3
FY 2017-18 LIBERTY FEE SCHEDULE FOR SEWER
IN-TOWN
Base Rate $10.69
Cost per 1,000 Gallons
0-3,000 Gallons $4.40
3,001-6,000 Gallons $4.73
6,001-25,000 Gallons $4.83
Over 25,000 Gallons $4.95
Connection Charge(4") $1,750.00
OUT OF TOWN
Base Rate $15.59
Cost per 1,000 Gallons
0-3,000 Gallons $8.51
3,001-6,000 Gallons $9.15
6,001-25,000 Gallons $9.40
4
Over 25,000 Gallons $9.77
Connection Charge V $2,500.00
B. EXISTING CAPACITY
Wastewater System
The existing wastewater system has a capacity of 550,00 gpd utilizing a wastewater irrigation
system. Existing flows vary widely due to Ul but typically average approximately 0.2 MOD
leaving approximately 0.35 MGD of available capacity. Wet weather flows can exceed 3-4 MOD
which have resulted in bypasses and overflows at the WWTP pump station.

Water System
Available supply from the Town's groundwater supply wells is 0.559 MGD. The service area
demand is currently approximately 0.1741 MGD and utilizes approximately 31% of the available
capacity. The system has a remaining capacity of approximately 0.3849 MGD and is not
anticipated to need additional capacity in planning period unless substantial growth occurs such
as the development of the Greensboro-Randolph Megasite.
C. PRESENT CONDITION
Wastewater System
The current sanitation sewer collection system consists of 6-inch through 12-inch gravity lines, 7
sanitation sewer pumping stations and associated force mains. Major sewer installation around
Liberty occurred in 1927, 1954 1963, and 1969.
Between the years of 2000 thru 2008, the Town of Liberty made some major improvements to
the current collection system. There was a three phase inflow and infiltration (I/I) project that
replaced approximately 3,500 linear feet of sewer line,replaced approximately 25 manholes with
new ones, and completed 2,000 linear feet of slip lining. This project was a big improvement to
reduce the I/I from the system. Along with the project, the Town car marked one hundred
thousand dollars ($100,000) for rehabilitation of manholes throughout town. This was another
major project to reduce the in the system. The Collection System was included in the
Water/Sewer Capacity Study and the GIS mapping. The mapping indicates all lines, manholes,
lift stations, etc. that are associated with the collection system. Along with the phase of I/I
improvements, all old and outdated generators were replaced with new ones. This makes all
generators current in age.
During 2009, the Town replaced 3,000 linear feet of 8" sewer line and manholes from Frazier
Avenue to the Kinro pump station. This replaced the old terra cotta pipe that was installed back

in the 1950's. This outfall line has experienced numerous backups and overflows due to
misaligned joints and deterioration and also is a source of inflow and infiltration. The upgrade
will be a major improvement to our efforts to replace or rehab the remaining older sewer lines in
the collection system.
During 2019-2020 Budget year, there were some major issues with the UltraCraft Lift Station.
Due to these issues, the lift station was completely rehabilitated. All aspects of the lift station
were upgraded including propellers, rails, and electrical panel upgrades.
The future demands on the sanitation sewer collection will necessitate continual upgrading of the
aging and antiquated sewer systems. The 10-year goal will be to continue replacement of the
1927 system and replacement of most of the 1954 system. The plan also provides for
replacement of major maintenance equipment required during the 10-year period. Also, the town
will be working on completing all manhole rehabilitation that is left in the system.
The current wastewater treatment plant is at the 33-year operational mark and is in need of
upgrading. With the inflow/infiltration (1/l) upgrading, it has reduced some of the flow at the
WWTP. We highly desire to comply with state standards and totally reduce the overflow issues
at the soonest possible opportunity. Upgrading the head works of the plant will greatly assist in
our efforts as well as upgrading our influent pumps to handle the flows and take them to the
lagoon. Our current upgrade plan includes an automated bar screen for less operation and
maintenance as well as adding SCADA to the head works which will be instrumental in our 10
year capital improvement plan.
During 2019-2020 budget year, one of the irrigation pumps and motor at the WWTP was pulled
and rebuilt. These pumps and motors have been extremely reliable and have not had any
maintenance done to them since they were installed in 1987. In the near future, we need to have
the other irrigation pump and motor rebuilt.

Water System
The current water supply is provided by 9 deep wells with capacities ranging from 45 gallons per
minutes (gpm) to 220 gallons per minute (gpm). The distribution system consists of 2-inch
through 12-inch water lines with storage capacities provided by 3 elevated storage tanks with a
total capacity of 950,000 gallons. All residents of the Town of Liberty are served by the existing
water system. The system serves over 1,200 residential customers, and approximately 200
commercial, industrial, and institutional customers. Three water tanks provide a total of
approximately 0.95 million gallons in elevated storage.
Future demands will necessitate the increase of the back bone of the water distribution system by
the addition of 12-inch pipes to provide for looping of the water system. Some minor looping of
the system will require the connection of existing 6-inch and 8-inch water lines.
It is also anticipated that our water system will require additional wells to furnish our town with
the quality and quantity of clean water required. Standby generators will also be installed at the
majority of the wells in order that the Town can be assured of a continuous water supply during
emergency events. The Town will continue to upgrade its meters with new models that could be
modified for automated reading devices.
In fiscal year 2020/2021, the Town will continue replacing old water valves and hydrants with
new ones. Our new software for our financials has a work order system integrated in. This new
system should help us track work orders and help us track problematic areas in our system. This
will allow for better customer service to the citizens of Liberty.
The Town has entered into a 10 year maintenance/management contract for the Water Tanks
which will include annual inspection, scheduled exterior and interior painting and scheduled
washouts on all three tanks.

D. PREVIOUSLY COMPLETED STUDIES AND ASSESSMENTS
The Town previously completed a water and sewer system CIP in 2013 and this CIP serves to
update that document. The priorities are similar between the prior CIP and this current document.
The Town has also had mapping work done to assess the length and location of water and sewer
lines and appurtenances in these systems.
George E. Kurz, P.E. performed an I/I evaluation for the Town of Liberty in 2017. The analysis
reviewed water and sewer billings and flow at the irrigation system and noted that I/I is
approximately 40% of the influent flow to the WWTP, Based on this information I/I reduction
remains a high priority for sewer system improvements.
The Town was awarded a Golden LEAF grant to conduct flow monitoring and smoke testing of
the entire collection system in order to identify and prioritize repairs that have been contributing
to inflow and infiltration. These tests were completed in 2019 and gave the Town on overview
of all the problematic areas in the collections system. The Town was then awarded another
Golden LEAF grant to target certain sewer sections that were damaged due to recent storms.
These areas are set to be replaced/repaired in 2020. The Town is also applying for various Asset
management grants to help determine all our assets in our system.
The Town was awarded a Community Development Block Grant (CDBG) for Infrastructure
through the Division of Water Infrastructure in the amount of$2,000,000 in 2018. This grant will
fund the rehabilitation and replacement of approximately 15,000 linear feet of sewer line in the
vicinity between S. Carolina and S. Murphy, and W. Swannanoa and W. Kime including
manholes, laterals and related appurtenances, These projects are well underway and will be
completed over the next few years.
E. SPECIFIC LIMITATIONS
There are no known specific limitations to the Town of Liberty water and sewer systems. The
community is located near the top of the watershed and has limited access to large waterways

which has required the Town to depend on wells for water supply and wastewater irrigation for
wastewater disposal as opposed to surface water alternatives.
F. LONG TERM POTENTIAL ALTERNATIVES
The Town anticipates continuing to utilize the existing water and sewer systems during the
planning period without substantive changes. The current focus is on improving the condition of
the existing facilities to help them to operate as efficiently as possible. By continuing to make
improvements to the water distribution system to reduce water loss and to the collection system
to remove VI it is anticipated that the current capacities will be sufficient to meet demands during
a 20 year planning period.

SECTION iv DESCRIPTION OF KNOWN DEFICIENCIES
A. CAPITAL OUTLAY NEEDS (10 YEAR HORIZON)
A total of 71 projects were identified to be included in the Capital Improvements Plan over the
next 10 years. These projects are identified in no particular order and a prioritization matrix was
performed after listing of the projects to identify the highest priority projects for the Town. Note
that the majority of projects are budgeted as a single lump sum however some projects are
anticipated to be ongoing work and have been budgeted as annual expenses.
Water System Projects
Project# Project Name Estimated Cost
Project I Update 1415 Water Meter and Software $300,000.00
Description: Project consists of upgrades to the existing water meters and billing software. A
remote read meter system would be installed to improve efficiency for meter reading to allow
Town staff more time for other work. Upgraded water meters are also anticipated to improve
accuracy and water loss accounting.
Project 2 Water Tank Maintenance on 3 tanks $75,000.00/year
Description: The Town has 3 elevated water storage tanks which require annual inspections and
ongoing maintenance of interior and exterior coatings. This project consists of cost for a
maintenance contract with a vendor to provide all tank maintenance on these facilities.
Project 3 Replace Backhoe to replace 1994 backhoe $110,000.00
Description: The Town has a backhoe that is nearing the end of its useful life and will need to
be replaced in the near future. This equipment is frequently used for water system maintenance
but can be used by other departments also.
Project 4 Well 2 Install New Generator $45,000.00
Description: Install a standby generator at Well 2 such that the well can be utilized during power
outages to maintain water supply for the town.
Project 5 Well 8 Install New Generator $45,000.00
Description: Install a standby generator at Well 2 such that the well can be utilized during power
outages to maintain water supply for the town.
Project 6 Well 4 Improvements $150,000.00
Description: Well improvements at Well 4 include replacement of the well building,replacing
piping and valves in the well, electrical equipment and installation of a new standby generator to
allow the well to be used during power outages.

Project 7 Well 1 Replace Plumbing& New Generator $75,000.00
Description: Well improvements at Well I include replacement of the piping and valves at the
well and installation of a new standby generator to allow the well to be used during power
outages.
Project 8 Replace Utility Truck to replace 1998 Utility Truck $80,000.00
Description: This item includes replacement of the main utility truck which is approximately 20
years old. The truck is used for general maintenance activities and to tow other equipment to the
project sites when needed.
Project 9 Replace/Rehab Water Mains $100,000.00/year
Description: The Town's water system is in fair to poor condition and has had substantial water
loss primarily caused by leaking water lines. This item will serve as an annual budget to replace
water lines as identified by the utility director as the highest priority lines.
Project 10 Update SCADA for Wells and Tanks $25,000.00/year
Description: Existing wells have older SCADA equipment or are lacking SCADA equipment
entirely. This item is an annual budget item to upgrade the SCADA systems to bring them up to
current standards.
Project 11 Replace Dump Truck to Replace 1998 Dump Truck $125,000.00
Description: This item includes replacement of the Town's dump truck which is approximately
20 years old. The truck is used for general maintenance activities hauling of debris, fill material,
stone, and other materials required for water and sewer system repairs. - Replaced 9/20
Project 23 2018 F-150 Truck#1 Mileage-14,211 $25,000.00
Description: This item is apart of the vehicle inventory list for the water department, This item
may or may not need replacing with in this ten year CIP.
Project 24 JohnDeere 50G Mini Excavator 360 hrs. $60,000,00
Description: This item is apart of the equipment inventory list for the water department. This
item is used both in the water and sewer departments to excavate lines that may need repairing or
replacing.
Project 25 Well 1 10hp Pump Motor and Pump End $6,000.00
Description: This item is apart of the inventory list and is a crucial part in the water works
operation for the Town. This item will only need replacing if it is not in working condition.
Project 26 Well 2 15hp Pump Motor and Pump End $7,000.00
Description: This item is apart of the inventory list and is a crucial part in the water works
operation for the Town. This item will only need replacing if it is not in working condition.
Project 27 Well 2 Replace Plumbing $8,680.00
Description: Well improvements at Well 2 include replacement of the piping and valves at the
well.

Project 28 Well 4 20hp Pump Motor and Pump End $7,500.00
Description: This item is apart of the inventory list and is a crucial part in the water works
operation for the Town. This item will only need replacing if it is not in working condition.
Project 29 Well 5 7.5hp Pump Motor and Pump End $7,000.00
Description: This item is apart of the inventory list and is a crucial part in the water works
operation for the Town. This item will only need replacing if it is not in working condition.
Project 30 Well S Improvements $150,000.00
Description: Well improvements at Well 5 include replacement of the well building, replacing
piping and valves in the well, electrical equipment and installation of a new standby generator to
allow the well to be used during power outages. -Replaced Bolts to stainless steel- 5/2020
Project 31 Well 6 15hp Pump Motor and Pump End $7,000.00
Description: This item is a part of the inventory Iist and is a crucial part in the water works
operation for the Town. This item will only need replacing if it is not in working condition.
Project 32 Well 6 Replace Plumbing $7,500.00
Description: Well improvements at Well 6 include replacement of the piping and valves at the
welt
Project 33 Well 6 50kw Natural Gas Generator $40,000.00
Description: This item is a part of the equipment inventory list. This item is used at Well 6
during a power outage event. This item will only need replacing when it is not in good working
condition.
Project 34 Well 8 15hp Pump Motor and Pump End $7,000.00
Description: This item is a part of the inventory list and is a crucial part in the water works
operation for the Town. This item will only need replacing if it is not in working condition.
Project 35 Well 10 25hp Pump Motor and Pump End $10,000.00
Description: This item is a part of the inventory list and is a crucial part in the water works
operation for the Town. This item will only need replacing if it is not in working condition.
Project 36 Well 10 Replace Plumbing $7,872.00
Description: Well improvements at Well 10 include replacement of the piping and valves at the
well. New relay start stop switch installed 4/2020
Project 37 Well 10 5Okw Generator $40,000.00
Description: Install a standby generator at Well 10 such that the well can be utilized during
power outages to maintain water supply for the town.
Project 38 Well 11 1Ohp Pump Motor and Pump End $6 000,00
Description: This item is a part of the inventory list and is a crucial part in the water works
operation for the Town. This item will only need replacing if it is not in working condition.

Project 39 Well 11 30kw Generator $40,000.00
Description: This item is a part of the equipment inventory list. This item is used at Well 11
during a power outage event. This item will only need replacing when it is not in good working
condition.
Project 40 Well 12 Pump Motor and Pump End $15 Q00.00
Description: This item is a part of the inventory list and is a crucial part in the water works
operation for the Town. This item will only need replacing when it is not in working condition.
Project 41 Well 12 75kw Generator $50,000.00
Description: This item is a part of the equipment inventory list. This item is used at Well 12
during a power outage event. This item will only need replacing when it is not in good working
condition.
Sewer System Projects
Project# Project Name Estimated Cost
Project 12 W. Kime Ave Lift Station Inflow Lines $500,000.00
Description: The proposed project includes the replacement or rehabilitation of sewer lines
tributary to the W. Kime Ave. lift station. The station has suffered a number of sewer overflows
and rehabilitation of the sewers is proposed to reduce infiltration and inflow. This lift station
primarily services to the area West of S. Asheboro Street and south of Swannanoa Ave.
Project 13 Kinro Road Lift Station Inflow Lines $500,000.00
Description: The proposed project includes the replacement or rehabilitation of sewer lines
tributary to the Kinro Road lift station. The station has suffered a number of sewer overflows and
rehabilitation of the sewers is proposed to reduce infiltration and inflow. This lift station
primarily services to the area East of S. Asheboro Street and south of Swannanoa Ave.
Project 14A Engineering for By-Pass Pump Station Upgrade $25,000.00
Description: This project consists of the engineering work required for installation of
improvements to the main influent lift station at the wastewater treatment facility.
Project 14 By-pass Pump Station Upgrade $150,000.00
Description: This project consists of improvements to the main influent lift station at the
wastewater treatment facility to install a bypass pump station to increase the firm capacity and/or
provide flow equalization to reduce or eliminate sanitary sewer overflows that have occurred at
this location.
Project 15 Ultra-Craft Lift Station Upgrade $150,000.00
Description: This project consists of upgrading the pump station at the Ultra-Craft facility. The
existing pump station is a simplex pump station and has suffered reliability issues. The
improvements will include installation of a new duplex pumping system and standby power.
Completed 3/2020

Project 16 125 HP Pumps @ WWTP replace or rebuild $60,000.00
Description: This project consists of replacing or rebuilding the primary irrigation pumps at the
wastewater treatment plant. These pumps are at the end of their useful life and are expected to
need substantial improvements during the next few years. Rehabbed one pump and one motor
6/2020
Project 17 WW Lagoon Sludge Gate Replacement $100,000.00
Description: The wastewater treatment lagoon has a 3 gate system with upper middle and lower
gates. This project consists of replacing the lower gate to improve functionality and screening
from the lagoon. The existing gate has allowed large debris and turtles to enter the pump system
resulting in pump failures.
Project 18 Industrial Lift Station Update (control panel and generator) $150,000.00
Description: This project consists of upgrades to the Industrial Lift Station to improve
reliability. The improvements will include installation of a new pump control panel, and standby
generator with automatic transfer switch.
Project 19 Replace backhoe to replace 1998. backhoe S110,000.00
Description: The Town has a backhoe that is nearing the end of its useful life and will need to
be replaced in the near future. This equipment is frequently used for sewer system maintenance
but can be used by other depai truents also.
Project 20 Update SCADA for Lift Stations $25,000.00/year
Description: This project consists of upgrades to the SCADA at existing lift stations. Stations
have existing SCADA that is nearing the end of its useful life and the Town desires to upgrade
these systems to be compliant with current standards and other Town facilities.
Project 21 Sewer Vac Truck $250,000.00
Description: This item consists of the purchase of a sewer Vac truck for sewer system cleaning
and maintenance. This equipment is critical to cleaning lines and pump stations and would allow
the Town to remove debris such that it does not cause further clogging downstream. A vac truck
may also be utilized for stormwater system maintenance to improve flows by keeping piping and
junction boxes clean.
Project 42 2355 JohnDeere Tractor $55,000.00
Description: This item is apart of the equipment inventory list for the sewer department. This
item is used at the Wastewater Treatment Plant for scraping roads and bush hogging around the
fields.
Project 43 2155 JohnDeere Tractor $55,000.00
Description: This item is apart of the equipment inventory list for the sewer department. This
item is used at the Wastewater Treatment Plant for the wicking of the fields.
Project 44 Bobcat Utility Vehicle $20,000.00

Description: This item is apart of the equipment inventory list. This item is used in everyday
activities around the Wastewater Treatment Plant.
Project 45 Wright Zero Turn Mower 700hrs. $15,000.00
Description: This item is apart of the equipment inventory list. This item is used for grounds
maintenance at the Wastewater Treatment Plant.
Project 46 Hustler Zero Turn Mower 6S0hrs. $15,000.00
Description: This item is apart of the equipment inventory list. This item is used for grounds
maintenance at the Wastewater Treatment Plant.
Project 47 Kinro Lift Station (control panel) $100,000.00
Description: This item is apart of the equipment inventory list and is a crucial part in the
wastewater operation for the Town. This project would consist of upgrades on the pumps
electrical control panel.
Project 48 Kinro Lift Station 2 30hp Pumps $15,000.00
Description: This item is apart of the equipment inventory list and is a crucial part in the
wastewater operation for the Town. This project would consist of the replacement of one or both
Pump Motors,
Project 49 Kinro Lift Station Pump Impellers $9,225.00
Description: This project consists of replacing or rebuilding a counterclockwise and clockwise
impeller for the 30hp pumps.
Project 50 Kinro Lift Station 45kw Generator $45,000.00
Description: This item is apart of the equipment inventory list. This item is used at Kinro Lifl
Station during a power outage event. This is a crucial item and will need to be replaced when it is
no longer in working condition.
Project 51 Holt St. Lift Station (control panel) $100,000.00
Description: This item is apart of the equipment inventory list and is a crucial part in the
wastewater operation for the Town. This project would consist of upgrades on the pumps
electrical control panel.
Project 52 Holt St.Lift Station 2 10hp Pumps $10,000.00
Description: This item is apart of the equipment inventory list and is a crucial part in the
wastewater operation for the Town. This project would consist of the replacement of one or both
Pump Motors.
Project 53 Holt St. Lift Station Pump Impellers $6,700.00
Description: This project consists of replacing or rebuilding a counterclockwise and clockwise
impeller for the 10hp pumps.
Project 54 Holt St.Lift Station 30kw Generator $42,000.00
Description: This item is apart of the equipment inventory list. This item is used at Holt St. Lift

Station during a power outage event. This is a crucial item and will need to be replaced when it is
no longer in working condition.
Project 55 Kime St. Lift Station (control panel) $100,000.00
Description: This item is apart of the equipment inventory list and is a crucial part in the
wastewater operation for the Town. This project would consist of upgrades on the pumps
electrical control panel.
Project 56 Kline St.Lift Station 2 l0hp Pumps $9 200.00
Description: This item is apart of the equipment inventory list and is a crucial part in the
wastewater operation for the Town. This project would consist of the replacement of one or both
Pump Motors.
Project 57 Kime St. Lift Station Pump Impellers $6,700.00
Description: This project consists of replacing or rebuilding a counterclockwise and clockwise
impeller for the 10hp pumps.
Project 58 Kime St.Lift Station 30kw Generator $42,000.00
Description: This item is apart of the equipment inventory list. This item is used at Kime St. Lift
Station during a power outage event. This is a crucial item and will need to be replaced when it is
no longer in working condition.
Project 59 Starmount Lift Station (control panel) $100,000.00
Description: This item is apart of the equipment inventory list and is a crucial part in the
wastewater operation for the Town. This project would consist of upgrades on the pumps
electrical control panel.
Project 60 Starmount Lift Station 2 15hp Pumps $16,000.00
Description: This item is apart of the equipment inventory list and is a crucial part in the
wastewater operation for the Town. This project would consist of replacement of one or both
Pump Motors.
Project 61 Starmount Lift Station Pump Impellers $7,700.00
Description: This project consists of replacing or rebuilding a counterclockwise and clockwise
impeller for the 15hp pumps.
Project 62 Starmount Lift Station 45kw Generator $45,000.00
Description: This item is apart of the equipment inventory list. This item is used at Starmount
Lift Station during a power outage event. This is a crucial item and will need to be replaced
when it is no longer in working condition.
Project 63 Johnson Lift Station (control panel) $100,000.00
Description: This item is apart of the equipment inventory list and is a crucial part in the
wastewater operation for the Town. This project would consist of upgrades on the pumps
electrical control panel.

Project 64 Johnson Lift Station 2 15hp Pumps $16,000.00
Description: This item is apart of the equipment inventory list and is a crucial part in the
wastewater operation for the Town. This project would consist of replacement of one or both
Pump Motors.
Project 65 Johnson Lift Station Pump impellers $7,700.00
Description: This project consists of replacing or rebuilding a counterclockwise and clockwise
impeller for the 15hp pumps.
Project 66 Johnson Lift Station 40kw Generator $42,000.00
Description: This item is apart of the equipment inventory list. This item is used at Johnson Lift
Station during a power outage event. This is a crucial item and will need to be replaced when it is
no longer in working condition.
Project 67 Glenn Smith Lift Station (control panel) $100,000.00
Description: This item is apart of the equipment inventory Iist. At this time this is not a crucial
item. This lift station is apart of the second building for Americhem and is not in use.
Project 68 Glenn Smith Lift Station 2 6.7hp Pumps $8,000.00
Description: This item is apart of the equipment inventory list. This project would consist of
replacement of one or both Pump Motors.
Project 69 Glenn Smith Lift Station 27kw Generator $38,000.00
Description: This item is apart of the equipment inventory list. This item is used at Glenn Smith
Lift Station during a power outage event. This item will be crucial when the lift station is put into
service.
Project 70 W.W.T.P ByPass 3 15hp Pumps $31,000.00
Description: This item is apart of the equipment inventory list and is a crucial part in the
wastewater operation for the Town. This project would consist of replacing all three Pump
Motors at the Wastewater Treatment Plant.
Project 71 W.W.T.P, ByPass Pump 75kw Generator $50,000.00
Description: This item is apart of the equipment inventory list. This item is used at the
Wastewater Treatment Plant Bypass Pump during a power outage event. This is a crucial item
and will need to be replaced when it is no longer in working condition.

Town of Liberty
P.O. Box 1006
239 South Fayetteville Street
Liberty, North Carolina 27298
[phone] phone [phone] fax
RESOLUTION IN SUPPORT OF THE APPLICATION FOR PEDESTRIAN PLANNING
GRANT FUNDS FOR THE TOWN OF LIBERTY
RESOLUTION 2020-8
Whereas, The Town of Liberty is a recognized municipality in the state of North
Carolina; and
Whereas, The Town Council is the recognized decision making entity for the Town of
Liberty; and
Whereas, The Town of Liberty is applying for funding from the Department of
Transportation for a Project Acceleration pedestrian plan; and
Whereas, The Town of Liberty Town Council finds it to be in the best interest of the town
to support said project.
Now therefore, be it resolved that the Town of Liberty Town Council unanimously
supports the Planning Project proposed for the Town and if the project
is selected, will provide the administration as well as the financial
distribution of funds and the accounting for the project,
Adopted on this 22nd day of June, 2020
jk . 4/ i
Mayor Filmore York
Attested by: i' A ,1 :
Jes ica Brown, Town Clerk
i

Sanitary Sewer Overflow (SSO)
Response Action Plan
l . Response time needs to be within one hour or less.
2. Contact Kevin Coble (ORC) (336-215-6506) or Tremaine Fike (back-up
ORC) 336-215-8795
3. Contact extra help if needed
4. Prepare Jet Machine, Equipment, & Materials (location is at Public Works
Dept.)
5. Determine which manhole you need to jet from. Jet and clean sewer main
in the opposite direction of the flow. Install the catch basket to catch any
debris that may come from the blockage. (Roots, Grease, Etc.)
6. Clean the OverFlow/Spill by removing any solids spread hydrated lime
and fresh dirt over location of spill. The ORC or Back-up ORC should
supervise the clean up site.
7. Take solids from spill site to the Wastewater Treatment Plant and dispose
of in the dumpster at the bar-screen.
8. The ORC or Back-up ORC needs to estimate the amount that overflowed
and determine if it reached surface waters.. If it does not reach surface
water and is less then a 1.000 gallons you do not need to report it, but you
do need to keep a record on it. If it does reach surface waters regardless of
the amount you need to report it.
9. The ORC must report the spill to DWQ no later then 24hrs. of first
knowledge of the event. (DWQ phone # [phone] during normal
business hours (8:00 a.m. — 5:00 p.m., Monday— Friday) or, after normal
hours or on weekends to the Division of Emergency Management (800)
858-0368. ORC must complete a written report with in 5 working days.)
10. Post spill assessment - The ORC or Back-up ORC should meet with the
Public Works Dir. and Town Manger to discuss the issues of the overflow.
What caused the overflow and the prevention for future overflows.

-r Town of Liberty
«_ 11.E n
ca „ a„
Sanitary System Pump Failure Cantlgency Plan
In accordance with Collection system Permit, the following is a contingency plan for the pump
failure at all Sewage Lift Stations:
• The maintenance personnel shall determine the nature of the pump failure and
determine the extent of repairs.
• Maintenance personnel shall then notify the Waste Water Treatment Plant
Superintendent of the situation.
• If necessary, emergency equipment will be mobilized and set up to insure that a Sanitary
Sewer Overflow does not occur.
• If it is determined that the pump/controls can be repaired on-site or if the pump must be
removed to determine the nature of the failure, then the pump controls shall be locked
and tagged out at the motor control cabinet before repair/removal is begun.
• Minor repairs such as debris removal or minor part replacement, will be completed by
maintenance personnel_
• Major work such as bearing/seal, or motor repair will be completed by a local contractor
in a timely manner.
There are minor replacement backup parts inventoried at the WWT Plant for more common
failures,
Emergency Contact List
Mobile Sewage Pumping: Clarks Septic Cleaning 919-742-3605 / 730-7685
Goldston Septic Tank Service 336-362-3954
Sewage Pump Contractor: Charles Underwood 919-775-2463 / 770-4488
Portable Generator: Piedmont Generator 336-685-4859 1451-4363

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
COUNTY OF RANDOLPH
IN THE MATTER OF )
NORTH CAROLINA )
PERMITS ) SPECIAL ORDER BY CONSENT
WQ0003090 & WQCS0028O ) EMC SOC WQ S19-011
)
HELD BY THE )
TOWN OF LIBERTY )
Pursuant to provisions of North Carolina General Statutes (G.S.) 143-215.2 and 143-215.67, this
Special Order by Consent is entered into by the Town of Liberty, hereinafter referred to as the
Town, and the North Carolina Environmental Management Commission, an agency of the State of
North Carolina created by G.S. 143B-282, and hereinafter referred to as the Commission:
1. The Town of Liberty and the Commission hereby stipulate the following:
(a) The Town holds North Carolina non-discharge permit number WQCS00280, for
management and operation of an existing wastewater collection system but is unable to
consistently comply with sanitary sewer overflow (SSO) prohibitions stipulated in
Condition 1.2. of the permit, due primarily to the introduction of large volumes of
extraneous flow resulting from inflow and infiltration (I&I) throughout the collection
system. The Town reported 82 SSOs during the time period January 2018 through
September 2020, with some volume of untreated wastewater reaching unnamed
tributaries to the Rocky River, which are classified WS-III (water supply) waters of the
state within the Cape Fear River Basin, during the vast majority of those incidents.
(b) The Town holds North Carolina non-discharge permit number WQ0003090, for the
management and operation of an existing non-discharge wastewater treatment facility
(WWTF) which employs wastewater irrigation for final disposal of the treated
wastewater. Due to high flows that reach the WWTF resulting from I&I to the collection
system, the WWTF periodically receives flows in excess of the volumes it can manage
and contain, resulting in 14 bypasses of nontreated or undertreated wastewater from
treatment units within treatment system during the time period January 2018 through
September 2020. Portions of the volumes spilled have entered the North Prong Rocky
River, which is currently classified a WS-III (water supply) water of the state within the
Cape Fear River Basin.
(c) A list of recent SSOs from the Town of Liberty collection system and unpermitted
bypasses of wastewater from the Town of Liberty WWTF is included in Attachment A
to this Special Order.

EMC SOC WQ S I 9-011
Town of Liberty
p. 2
(d) The unpermitted discharges of untreated and/or undertreated wastewater from the
Town's treatment system to surface waters constitutes causing and contributing to the
pollution of the waters of this State, named above, and the Town is within the
jurisdiction of the Commission as set forth in G.S. Chapter 143, Article 21.
(e) The Town has recently completed a study of its collection system that has identified and
categorized sources of I&I, and established a priority list of actions (repair, rehabilitation
and/or replacement of collection system infrastructure) the Town shall undertake to
reduce volumes of I&I.
(f) The Town has secured, through grants and funding, financing for planning, designing,
and improving the wastewater collection system which, once complete and properly
operated, will be sufficient to adequately convey all wastewater collected throughout the
Town to the WWTF, and reduce to the greatest practical extent the I&I flow it currently
receives. A listing of funding sources and projects for the Town's collection system
improvements is included in Attachment B to this Special Order.
(g) Since this Special Order is by Consent, neither party will file a petition for a contested
case or for judicial review concerning its terms.
2. The Town, desiring to comply with the permits identified in paragraph l(a) and 1(b) above,
hereby agrees to do the following:
(a) Undertake the following activities in accordance with the indicated time schedule:
(1) Provide the Winston-Salem Regional Office with quarterly progress reports
regarding improvements being made to collection system infrastructure. Reports
are due within 30 days following the end of each calendar quarter. The first
report is due April 30, 2021 for the January through March (1") quarter and shall
continue to be submitted throughout the life of this Special Order.
(2) On or before January 1, 2021, the Town shall commence construction on the
project funded by the $493,778 GLF, which was awarded in December 2019. This
project targets repair of six of the worse defects identified through the Town's MI
study and calls for rehabilitation of approximately 3,231 linear feet of sewer main
repair or replacement of all manholes and laterals within these system areas.
(3) On or before April 30, 2021, the Town shall begin execution of the $2,000,000
CDBG-funded project, which was awarded in March 2019. This project includes
replacement and/or rehabilitation of 15,900 linear feet of 8" vitrified clay sewer
lines, 72 brick-constructed manholes and related appurtenances, and 150 lateral
line replacements, in the southwest quadrant of the Town.
(4) On or before August 1, 2022, the Town shall begin execution of the Additional
Supplemental Appropriations for Disaster Relief Act of 2019 (ASADRA) project
loan of$3,000,000, which was approved in August 2020. This project includes
the relocation of the Starmount lift station that is in a 100 year floodplain, the

EMC SOC WQ S19-011
Town of Liberty
P. 3
rehabilitation of the Kinro Road lift station, the rehabilitation of 8,000 linear feet
of sewer line, and CCTV of 18,000 linear feet of sewer line.
(5) On or before June 1, 2021, the Town shall complete the GLF grant-funded
rehabilitation and repair project noted in 2 (b)(2)above.
(6) On or before July 29, 2022, the Town shall complete the CDBG-funded project
noted in 2 (b)(3) above.
(7) On or before September 30, 2023, the Town shall complete the ASADRA-
funded project noted in 2 (b)(4) above.
(b) No later than fifteen (15) calendar days after any date identified for accomplishment of
any activity listed in 2(b) above, the Town shall submit to the Director of DWR written
notice of compliance or noncompliance therewith. In the case of noncompliance, the
notice shall include a statement of the reason(s) for noncompliance, remedial action(s)
taken, and a statement identifying the extent to which subsequent dates or times for
accomplishment of listed activities may be affected.
3. The Town, desiring to comply with the Permits identified in paragraph 1(a) above, hereby
agrees to the following settlement of outstanding civil penalties, an upfront penalty, and
stipulated penalties:
(a) The Town has outstanding civil penalty assessments that total $49,250. As settlement of
all alleged violations of non-discharge permit number WQCS00280 and non-discharge
permit number WQ0003090 prior to entering into this Special Order by Consent, the
Town agrees to pay an upfront penalty amount of$1,477.50, with the remaining amount
of$47,772.5 CIO to be held in abeyance until the successful completion of this SOC.
(b) At the successful conclusion of this Special Order by Consent, the penalty amount held
in abeyance ($47,772.5E0) will be remitted. Should the Special Order by Consent not
reach a successful conclusion, the full remaining penalty amount will be due
immediately by check payable to the North Carolina Department of Environmental
Quality and forwarded to the Director.
(c) The Town agrees that unless excused under paragraph four (4), the Town will pay the
Director of DWR, by check payable to the North Carolina Department of Environmental
Quality, stipulated penalties according to the following schedule for failure to meet
deadlines set out in paragraph 2(a) and for SSOs and bypasses that discharge to surface
waters as described here:

EMC SOC WQ S 19-011
Town of Liberty
p. 4
Violation Description Stipulated Penalty
• $250 per SSO greater than 1,000 gallons
and less than 100,000 gallons (to be paid
Any reportable Sanitary Sewer Overflow on a monthly basis)
(SSO) WQCS00280
• $500 per SSO greater than 100,001
gallons(to be paid on a monthly basis)
• $250 per bypass greater than 1,000
gallons and less than 100,000 gallons(to
And reportable bypass WQ0003090 be paid on a monthly basis)
• $500 per bypass greater than 100,001
gallons(to be paid on a monthly basis)
Failure to meet a schedule date $100.00/day for the first 7 days,
$500.00/day thereafter
Failure to submit progress reports by $1,000A0/report
schedule date
Failure to complete any project as
described in this Special Order $1,000.00/project
•
(d) Checks are to be made payable to the North Carolina Department of Environmental
Quality and forwarded to the Director of DWR at 1617 Mail Service Center, Raleigh,
North Carolina 27699-1617.
4. The Town and the Commission agree stipulated penalties are not due if the Town satisfies
the Division of Water Resources noncompliance was caused solely by:
(a) An act of God;
(b) An act of war;
(c) An intentional act or omission of a third party, but this defense shall not be available if
the act or omission is that of an employee or agent of the defendant or if the act or
omission occurs in connection with a contractual relationship with the Town;
(d) An extraordinary event beyond the Town's control. Contractor delays or failure to
obtain funding will not be considered as events beyond the Town's control; or
(e) Any combination of the above causes.
Failure within thirty (30) days of receipt of written demand to pay the penalties or challenge
them by a contested case petition pursuant to G.S. 150B-23, will be grounds for a collection
action, which the Attorney General is hereby authorized to initiate. The only issue in such

EMC SOC WQ S 19-011
Town of Liberty
P. 5
an action will be whether the thirty(30)days has elapsed.
5. In accordance with the provisions of G.S. 143-215.67(b) the Commission allows the Town to
accept 0.0 MGD of additional wastewater (via permitted sewer extensions) to its waste
treatment system while improvements to the collection system are being made.
The nature of the additional flows is such that the waste characteristics do not exceed those
generally associated with domestic waste or are pretreated to domestic strengths. Waste of
greater than normal domestic strength may be accepted if it can be demonstrated to the
satisfaction of the Director the additional waste will not adversely affect the treatment
efficiency of the treatment system or result in the violation of any permit limitation. All new
and proposed industrial waste tributary to the system must be controlled using all needed
mechanisms including but not limited to adoption and implementation of industrial waste
control and pretreatment ordinances. No wastewater can be accepted that will add toxic
pollutants in quantities not generally associated with domestic wastewater characteristics
unless the acceptance of the additional wastewater can be supported through appropriate
analyses acceptable to the Director.
6. This Special Order by Consent and any terms or conditions contained herein, hereby
supersede any and all previous Special Orders, Enforcement Compliance Schedule Letters,
terms, conditions and limitations contained therein issued in connection with permits
WQ0003090 and WQCS00280.
7. Any violation of the terms of this Special Order by Consent may terminate paragraph five
(5) of this Order, and any authorized additional waste not previously connected to the
system shall not thereafter be connected until the necessary sewer collection system
improvements have been completed and placed in operation.
8. Noncompliance with the terms of this Special Order by Consent are subject to enforcement
action in addition to the above stipulated penalties, including injunctive relief pursuant to
G.S. 143-215.6.(C).
9. This Special Order may be modified at the Commission's discretion, provided the
Commission is satisfied that the Town has made good faith efforts to secure funding,
complete all construction, and achieve compliance within the dates specified.
10. Failure to pay the up-front penalty described in paragraph 3.(a)within thirty (30) days of the
execution of this Special Order may terminate this Special Order and require the Town to
comply with all terms and conditions contained in non-discharge permits WQ0003090 and
WQCS00280.
11. This Special Order shall become effective in accordance with state law; however, the Town,
upon signature of this Special Order by Consent, will be expected to comply with all
schedule dates, terms, and conditions within this document.
12. This Special Order by Consent shall expire December 31, 2023.

EMC SOC WQ S 19-011
Town of Liberty
p. 6
FOR THE TOWN OF LIBERTY
/IAA; / Date 047•De)
William Doerfer
Town Manager
FOR THE NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION:
Date
S. Daniel Smith
Director, Division of Water Resources

EMC SOC WQ S19-011.
ATTACHMENT A
Unauthorized Releases of Wastewater from
Town of Liberty WWTF (Permit WQ0003090)
Total Volume Volume Reaching
Start Date Location Surface Waters
Released (gal)
(gal)
1/28/2018 Kinro Rd Manhole _ 600 600
2/4/2018 Kinro Road _ 205 205
8/6/2018 Kinro Lift Station 4,260 1,800
9/4/2018 Newberry outfall 600 600
9/16/2018 W Kime Ave 10,500 10,500
9/16/2018 W Kime Ave Pump Station 10,500 10,500
9/16/2018 _ Johnson Lift Station -W. Moffitt Rd 28,560_ 28,560
9/16/2018 Starmount Ave Outfall 25,500 25,500
9/17/2018 E Brookwood Ave 2,400 2,400
9/17/2018 E Brookwood Ave 2,400 2,400
9/17/2018 E Butler Ave 1,800
9/16/2018 Kinro Rd 13,680 13,680
9/16/2018 E Lowe Ave 21,600 21,600
10/11/201 Kinro Rd., Liberty 900 900
8
11/5/2018 W Kime Ave Lift Station 1,200 1,200
11/5/2018 W Kime Ave Manhole 1,200 1,200
11/5/2018 Kinro Rd 1,200 1,200
11/5/2018 Johnson Lift Station- 616 W Moffitt Ave 1,200 1,200
11/5/2018 Starmount Ave 2,400 2,400
11/5/2018 E Lowe Ave 900 900
11/12/201 Starmount Ave Outfall Line 4,800 4,800
8
11/12/201 Johnson Street Lift Station 1,350 1,350
8 J
11/12/201 West Kime Ave 3,780 3,780
8
11/12/201 West Kime Ave Lift Station 4,830 4,830
8
11/12/201 East Lowe Ave 8,400 8,400
8
11/12/201 Kinro Road 4,800 4,800
8
11/15/201 Starmount Ave Outfall 3,600 3,600
8
11/15/201 E Lowe Ave 720 720
8
11/15/201 Kinro Rd 1,560 1,560
8
12/14/201 Kinro Rd 4,200 4,200
8 _
12/20/201 Kinro Road 12,000 12,000
8
12/20/201 West Kime 2,160 2,160
8
- 12/20/201 West Kime Lift Station 4,050 4,050
p. 1

EMC SOC WQ S19-011
ATTACHMENT A
Unauthorized Releases of Wastewater from
Town of Liberty Collection System (Permit WQCS00280)
8
12/20/201 East Lowe Avenue 7,500 7,500
8
12/28/201 West Kime Ave 600 600
8
12/28/201 E Lowe Ave 975 975
8
12/28/201 Kinro Rd 2,880 2,880
8
12/28/201 Kime Ave Lift Station 600 600
8
1/24/2019 Kinro Rd 1,500 1,500
2/18/2019 Kinro Rd 1,200 1,200
2/23/2019 Kinro Road 2,700
3/21/2019 Kinro Rd 1,800 1,800
Volume
Start Date Location Total Volume Reaching
Released (gal) Surface Waters
(gal)
4/12/2019 West Kime Avenue 1,650 1,650
4/12/2019 Kinro Road 2,160 2,160
4/13/2019 West Kime Avenue 4,680 4,680
4/13/2019 Kinro Road 11,040 11,040
4/13/2019 Starmount Outfall Line 2,880 2,880
4/13/2019 Johnson Lift Station 675 0
5/29/2019 South Greensboro St 850 850
1/3/2020 W Kimes Ave MH 2,700 2,700
1/3/2020 W. Kime Ave LS 2,700 2,700
1/3/2020 Kinro Rd 1,200 1,200
1/24/2020 Kinro Rd 5,490 5,490
1/24/2020 West Kime Ave 6,600 6,600
1/24/2020 Johnson Lift Station 4,725 4,725
1/24/2020 Starmount Ave Outfall 4,005 4,005
1/24/2020 W. Kime Ave LS 3,000 3,000
2/6/2020 Johnson Lift Station 14,850 14,850
2/6/2020 Kime Street Lft Station 516 West Kime Street 6,480 6,480
2/6/2020 Kime Street Lift Station 516 West Kime Street 1,680 1,680
2/6/2020 West Kime Street 6,600 6,600
2/6/2020 West Kime Street 1,680 1,680
2/6/2020 Kinro Road 3,000 3,000
2/7/2020 Kinro Road 2,340 2,340
4/30/2020 West Kime Avenue 2,850 2,850
4/30/2020 West Kime Avenue Lift Station 2,850 2,850
4/30/2020 Kinro Road 780 780
p. 2

EMC SOC WQ S19-011
ATTACHMENT A
Unauthorized Releases of Wastewater from
Town of Liberty Collection System (Permit WQCS00280)
4/30/2020 Johnson Lift Station 1,800 1,800
5/21/2020 B Lowe Ave#506A 1,800 1,800
5/21/2020 W Kime Ave LS#400 4,200 4,200
5/21/2020 W Kime Ave . #401 4,200 4,200
5/21/2020 Johnson LS 6,600 6,600
5/21/2020 Kinro Rd 6,300 6,300
6/11/2020 Kinro Road 2,400 2,400
6/11/2020 West Kime Avenue Lift Station 1,200 1,200
6/11/2020 West Kime Avenue 1,200 1,200
6/11/2020 Johnson Lift Station 6,000 6,000
8/03/2020 W Kime Ave LS 1,800 1,800
8/03/2020 West Kime Ave 1,800 1,800
8/04/2020 Kinro Rd MH500-B 1,200 1,200
9/11/2020 West Kime Ave 900 900
9/19/2020 South Greensboro St 600 400
p. 3

EMC SOC WQ S19-011
ATTACHMENT A
Unauthorized Releases of Wastewater from
Town of Liberty Collection System (Permit WQCS00280)
Date Estimated Estimated
Wastewater Volume of Volume
Release Location of Release Release Reaching
Began (gal) Surface Waters
(gal)
1/30120 1 8 Pump Station between the bar screen 400 0
and treatment lagoon
9/17/2018 Pump Station between the bar screen 342 0
and treatment lagoon
4/13/2019 Chlorine Contact Chamber 180,000 180,000
4/14/2019 Pump Station between the bar screen 4,500 0
and treatment lagoon
1/03/2020 Chlorine Contact Chamber 3,600 3,600
2/05/2020 Pump Station between the bar screen 400 0
and treatment lagoon
2/06/2020 Pump Station between the bar screen 400 0
and treatment lagoon
2/06/2020 Chlorine Contact Chamber 10,000 10,000
2/06/2020 Pump Station between the bar screen 200 0
and treatment lagoon.
2/06/2020 Pump Station between the bar screen 200 0
and treatment lagoon.
2/07/2020 Pump Station between the bar screen 6,400 0
and treatment lagoon
2/21/2020 Chlorine Contact Chamber 996,000 996,000
5/26/2020 Chlorine Contact Chamber 348,000 348,000
6/17/2020 Chlorine Contact Chamber 1,837,500 1,837,500
8/17/2020 Pump Station between bar screen 1,200 0
and treatment lagoon
8/17/2020 Chlorine Contact Chamber 360,000 360,000
9/11/2020 Pump Station between bar screen 20,000 0
and treatment lagoon
9/17/2020 Pump Station between bar screen 12,000 0
and treatment lagoon
9/18/2020 J Chlorine Contact Chamber 454,400 454,400
p. 4

EMC SOC WQ S19-011
ATTACHMENT B
Secured Funding Sources
Town of Liberty Collection System (Permit WQCS00280)
Secured Funding Sources
Source Amount
Golden Leaf Foundation(GLF) $493,778
Community Development Block Grant(CDBG) for Infrastructure $2,000,000
ASADRA-Additional Supplemental Appropriations for Disaster $3,444,004
Relief Act of 2019