NC0021229_Regional Office E-File Scan Up To 1/15/2021

Town .f a ON dart
— FOUNDED IN 1870 —
38 CATAWBA AVENUE
OLD FORT, NORTH CAROLINA 28762
January 15, 2019
NCDEQ Asheville Regional Office
2090 U.S. Highway 70
Swannanoa NC 28778
SUBJECT: Town of Old Fort WWTP (NC0021229) December 2018 Flow
To Whom It May Concern:
Office of the Mayor
FEB - r, ?019
Water 0u 11+,
The Town of Old Fort Wastewater Treatment Plant has a NPDES permit that has split monitoring
requirements. One set of requirements for flows below 0.5 MGD, and another more stringent set of
requirements for flows from 0.5 to 0.9 MGD. The Town is required to send a letter to the Asheville
Regional Office of the NCDEQ after any month the average flow is 0.4 MGD or greater. In December
2018 the Old Fort WWTP averaged 0.459 MGD due to heavy rains and high inflow and infiltration. The
Town would like to remain under the 0.5 MGD monitoring schedule, as we feel this is an unusual
occurrence and the Town is looking to resolve some of inflow & infiltration issues.
The Town is also completing an Asset Inventory and Capital Improvement Plan, which has several parts
of the wastewater collection system scheduled for repair and replacement. We feel that once these
repairs are completed, it will reduce the amount of 1/1 the WWTP receives. And because the plant is at
less than 25% of capacity, it has had no permit limit violations. The Town is continuing to work to
improve this situation in the collection system and at the WWTP.
If you have any questions or comments concerning this letter, please contact me at (W) 828-668-4561,
(C) 828-442-2343, [e-mail]. Thank you for your help in this matter.
Sincerely,
AUV17�),J7
Anthony (Tony) West
Town of Old Fort WWTP ORC
"Colonial America's Western Outpost Until 1756"

WATER POLLUTION CONTROL SYSTEM OPERATOR DESIGNip
NCAC 15A 8G .0201
Press TAB to enter information JUN 0 i 2020
Permittee Owner/Officer Name: Town of Old Fort, Mayor Rick Hensley
Email Address: [e-mail],
Permittee Signature:
Facility Name: Town of Old Fort WWTP
SUBMIT A SEPARATE FORM FOR EACH CLASSIFICATION OF SYSTEM:
Print Full Name: Anthony Glenn West
Certificate Type: WW
Email Address:
Signature:
-OPERATOR IN
Certificate Grade: IV
Date: J - a 7-- � Q
Permit # NCO021229
Facility Type: WW
Facility Grade: III
Work Phone: [phone]
Certificate #: 23524
Effective Date: 5 - - Co = uj
"1 certify that I agree to my designation as Re Operator in Responsible Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
I BACKUP ORC 1
Print Full Name: Aaron Vess Work Phone: [phone]
Certificate Type: WW Certificate Grade: 11 Certificate #: 1009465T
Email Address: [e-mail]
Signature: B�,� U Q AA Effective Date: .5 , (o , Q
"I certify that/ agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC as set forth in ISA NCAC 08G .0204 and failing to do so can result In
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Mail, fax or email WPCSOCC, 1618 Mail Service Center, Raleigh, NC 27699-1618
ORIGINALto: Email: [e-mail] Fax:[phone]
Mail or Fax a COPY to: Asheville Fayetteville Mooresville Raleigh
2090 US Hwy 70 225 Green St., Suite 714 610 E. Center Ave., Suite 301 3800 Barrett Dr.
Swannanoa, NC 28778 Fayetteville, NC 28301-5043 Mooresville, NC 28115 Raleigh, NC 27609
Fax: [phone] Fax:[phone] Fax:[phone] Fax:[phone]
Phone: [phone] Phone:[phone] Phone:[phone] Phone:[phone]
Washington Wilmington Winston-Salem
943 Washington Sq. Mall 127 Cardinal Dr. 45 W. Hanes Mill Rd.
Washington, NC 27889 Wilmington, NC 28405-2845 Winston-Salem, NC 27105
Fax: [phone] Fax: [phone] Fax: [phone] Phone:
Phone:[phone] Phone:[phone] Relased&2019

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ExecutiveSummary ................................................................................................................................................................................ 4
1.Introduction..........................................................................................................................................................................................5
1.1 Mission Statement....................................................................................................................................................................... 5
1.2 Asset Inventory and Assessment Team............................................................................................................................. 5
Table 1.1. Town of Old Fort Wastewater Asset Inventory and Assessment Team ......................................... 6
2. Utility Overview.................................................................................................................................................................................. 7
Table 2.1. Town of Old Fort Wastewater Utility Overview....................................................................................... 7
Table 2.2 Census Bureau Old Fort Population Figures for 1980 through 2037......................................7
Table 2.3 Current and Projected Wastewater Flows..................................................................................8
3. Level of Service Agreement............................................................................................................................................................ 9
Table3.1. Level of Service Goals.......................................................................................................................................... 9
4. Inventory of Critical Assets..........................................................................................................................................................10
Table 4.1. Town of Old Fort WWTP Components Condition Assessment........................................................12
S. Operation and Maintenance (O&M) Strategy
5.1 Preventive Maintenance
4
5.2 Emergency/Reactive Maintenance....................................................................................................................................14
5.3 Deferred Maintenance.............................................................................................................................................................14
6. Capital Improvement Plan (CIP).............
6.1 Financial Management Strategy.......
6.1.1 Total Expenditures.............................................................................................................................16
6.4 User Rates.....................................................................................................................................................16
Table 6.1. WWTP Capital Improvement Plan...............................................................................................................17
Table 6.2. Videoed Sewer Lines Condition Assessment and Work Recommendations..............................18
Table 6.3. Complete Sewer Work in Noted Fiscal Years..........................................................................................20
Table 6.4 Total Recommended Sewer System Expenditures by Fiscal Year..........................................21
Table 6.5 Total Projected Expenditures FY 2019-2019 Through 2027-2028........................................22
7. User Rate Calculations....................................................................................................................................................................23
Table7.1. Current Sewer User Fees..................................................................................................................................23
Table 7.2. Current Water User Fees
8. Recommendations
Town of Old Fort Asset Inventory and Assessment Report Adoption Resolution
Appendices
A Risk Category Assignment
B Video Inspection Report
C Wastewater Treatment Plant Flow Data - 2017
D WWTP Flows vs Metered Usage - 2017
E Sanitary Sewer System Operation and Maintenance Plan
H I November 2018 Old Fort 2018 Wastewater Asset Inventory and Assessment Report

C
Figures
4-1 Sanitary Sewer Map
4-2 Individual Sanitary Sewer Area Maps
4-3 WWTP Process Flow Diagram
4-3 Sewer Video Inspection Map
III (November 2018
Old Fort 2018 Wastewater Asset Inventory and Assessment Report

EXECUTIVE SUMMARY _
This Asset Inventory and Assessment Report covers the Town of Old Fort Wastewater Treatment Plant and
sanitary sewer system. This Report describes how the utility will manage these infrastructure assets. The
WWTP has a design capacity of 0.5 MGD and currently manages an average of 0.164 MGD. Based on projected
McDowell County population growth, wastewater flow in Old Fort is projected to increase to approximately
170,700 gpd average by 2037; still way below the WWTP's permitted capacity. See Tables 2.2 and 2.3. The
following items summarize the utility s asset review and plan to provide for long-term improvements in the
operation and maintenance of the sanitary sewer system and WWTP:
■ Table 4.1 contains an inventory of treatment train components at the Old Fort Wastewater Treatment Plant
(WWTP). The table also contains an assessment of each component including age, condition, consequence of
failure, replacement year, risk factor category, and action based on risk., Table 6.1 establishes the proposed
improvements at the WWTP.
® Several sections of the existing sanitary sewer system were selected by the Town to be video inspected as
part of the sewer system assessment. A copy of the resulting Video Inspection Report is included in Appendix
B. Table 6.2 is a condition assessment of those videoed sewer lines.
• It is estimated that the utility will spend between $42,000 and $52,500 per year for the next 10 years for
sewer system rehabilitation projects out of fund balance. A financial summary for the annual expenditures
for sewer system improvements is presented in Table 6.3. Table 6.4 provides the projected expenditures for
both WWTP and sewer system expenditures by fiscal year including anticipated rate increases needed to
fund the WWTP improvements, assuming loans will be acquired for the WWTP improvements.
® Table 6.5 presents the Total Projected Expenditures for the Water and Sewer Department, proposed
utilization of reserve funds and anticipated sewer rate increases over the 10-year CIP. By contributing
$104,000 in FY 2019-2020 and 100,000 in FY 2020-2021 from reserves to the Water and Sewer Budget, the
Town may be able to keep its sewer rates at their current level. The major improvements at the wastewater
treatment plant are proposed to be funded through a State Revolving Loan in FY2024-2025. The annual debt
service for these improvements, assuming 2.25% interest rate and a 20-year term, has been included in the
Sewer System CIP beginning in FY 2024-2025.
It is expected that it will not be necessary to increase sewer rates through the 10-year term of the CIP. See
Table 6.5.
■ The operating ratio will be greater than or equal to 1.0 during the next 10 years.
4 1 November 2018 Old Fort 2018 Wastewater Asset Inventory and Assessment Report

1. INTRODUCTION
This Asset Inventory and Assessment Report covers the Town of Old Fort's Wastewater Treatment Plant and
sanitary sewer system. Customer service demands and regulations require utilities to actively manage water
and wastewater assets through careful maintenance, repair and replacement decisions. This plan is an effective
tool for combining technical, management and financial practices to ensure that the level of service required by
the community is provided at the appropriate cost.
The plan has the following purposes:
1. To demonstrate responsible management of the Town of Old Fort Wastewater Treatment Plant assets
2. To demonstrate responsible management of the Town of Old Fort sanitary sewer system
3. To communicate and justify funding requirements indicated by the plan
4. To provide a management roadmap for the Town of Old Fort Wastewater Treatment Plant
5. To provide a management roadmap for the Town of Old Fort Sanitary Sewer System
6. To serve as a link between the Town of Old Fort Wastewater Treatment Plant, sanitary sewer system, the
Town's sewer customers.
The Asset Inventory and Assessment Report contains an overview of the utility, level of service agreement,
critical asset list, operation and maintenance strategy, capital improvement plan, and financial strategies. This
plan was developed using the Check -Up Program for Small Systems (CUPSS) guidance provided by the U.S.
Environmental Protection Agency.
1.1 MISSION STATEMENT
The mission statement defines the goals of the Town of Old Fort Wastewater Treatment Plant and the Town's'„
sanitary sewer system. The Mission Statement is the guide for level of service agreements discussed in Section
3. The Town of Old Fort water and wastewater systems mission statement is as follows:
"We commit to improving and maintaining the public health, protection, performance and
assets of our wastewater treatment plant, water supply wells, sanitary sewer collection system,
water distribution system and water storage tanks, while minimizing the long-term cost of
operating those assets. We strive to make the most cost-effective renewal and replacement
investments and provide the highest -quality customer service possible."
1.2 ASSET INVENTORY AND ASSESSMENT TEAM
Both the Town of Old Fort Wastewater Treatment Plant and Sanitary Sewer System have a staff of full-time
employees who perform day-to-day functions to keep the facilities functioning properly and are active members
of the Asset Inventory and Assessment team. Mr. Rick Hensley, Mayor is the overall team leader. Mr. Tony West,
W WTP Chief Operator serves as the operational team leader and assumes Asset Inventory and Assessment
planning responsibilities for all of the Town's utility assets. Mr. Melvin Lytle is responsible for the daily
operation of the sanitary sewer system. Ms. Renee Taylor, Finance Officer and Town Clerk, is responsible for the
daily operation of the fiscal side of the facilities. The team is responsible for the preparation, implementation,
and updating of this plan.
To the extent that other staff members, such as the Town Hall office personnel and utilities crews, are involved
with this or other projects, the Asset Inventory and Assessment team is responsible for coordinating such
involvement in developing and implementing this plan. More specific roles and responsibilities are listed in
Table 1.1.
C
5 1 November 2018 Old Fort 2018 Wastewater Asset Inventory and Assessment Report

Table 1.1. Town of Old Fort Wastewater Treatment Plant and Sanitary Sewer System Asset Inventory and
Assessment Team
Name Title
Rick Hensley Mayor
Organization
Town of Old Fort
Overall Team Leader
Tony West
Chief Operator
Town of Old Fort
Wastewater Treatment Plant
Melvin Lytle
Utilities Director
Town of Old Fort
Sanitary Sewer System
Renee Taylor
Town Clerk and
Finance Officer
Town of Old Fort
Certification of Asset Inventory and
Assessment Report Adoption,
Financial Management of Revenues
and Expenditures
6 (November 2018 Old Fort 2019 Wastewater Asset Inventory and Assessment Report

2. UTILITY OVERVIEW
The Town of Old Fort Wastewater Treatment Plant serves Old Fort, NC with a population of 784, as of 2016, as
reported by the US Census Bureau. The following table demonstrates key statistics about the utility and the
population it serves. Maps of the Wastewater Treatment Plant and sanitary sewer system are maintained by the
Town at the wastewater treatment plant itself and at the Town Hall, 38 Catawba Avenue, Old Fort, NC 28762.
Table 2.1. Town of Old Fort Wastewater Treatment Plant Utility Overview
Collection System Lift Stations
0
Wastewater Treatment Plant
Treated Effluent Discharge Points
1
Type of Treatment
Extended aeration activated sludge
Permitted Capacity
0.5 MGD
Current Influent Flow (2017)
0.1642 MGD average
0.4390 MGD average maximum
0.0808 MGD average minimum
Unit Operations
Mechanical bar screen, grit classifier, influent pump
station, flow equalization basin, biological extended
aeration basins, secondary clarification, chlorine
disinfection, cascade aeration, aerobic solids digestion,
sludge lime stabilization, dewatering and residual
storage area.
Land
8.09 acres
Buildings
5
Based upon actual population numbers over the last 40 years, provided by the North Carolina Office of State
Budget and Management, the Town of Old Fort expects little customer growth over the next 10 years. The Town
of Old Fort has no plans to expand the Wastewater Treatment Plant at this time, based on the projected
customer growth rate and an average non-I/I treatment volume Qan 2016 - March 2017) that is approximately
16% of the design capacity of the plant.
Table 2.2 US Census Bureau Old Fort Population Figures for 1980 Through 2037:
Jurisdiction
Census Year
Population
Source
Old Fort
2037
946
NC OSBM
Old Fort
2030
944
NC OSBM
Old Fort
2020
931
NC OSBM
Old Fort
2017
910
Estimated
Old Fort
2016
910
US Census
Old Fort
2010
908
US Census
Old Fort
2000
963
US Census
Old Fort
1990
732
NC OSBM
Old Fort
1980
703
NC OSBM
C
7 1 November 2018 Old Fort 2018 Wastewater Asset Inventory and Assessment Report

Population figures from 2000 through 2016 are taken from actual US Census Data. Population figures for 1980,
1990, 2020, 2030 and 2037 are based on the McDowell County population projections taken from the NC Office
of State Budget and Management website. Population figure for 2017 is taken as being equal to the 2016 figure.
Based on these population figures and no change to the industrial flows, the following wastewater flows can be
expected at the WWTP in the designated years. The 2017 flow figures were taken from the 2017 Daily
Monitoring Reports for the Old Fort WWTP.
Table 2.3 Current and Projected Wastewater Flows:
Census Year
Population
AVG Q MGD
AVG Max Q MGD
AVG MIN Q MGD
2037
946
0.1707
0.4564
0.0840
2030
944
0.1703
0.4554
0.0838
2020
931
0.1680
0.4491
0.0827
2017
910
0.1642
0.4390
0.0808
Based on this flow projecting, using population increases, the Average Daily Flow in 2037 is 0.1707 MGD, way
below the Old Fort wastewater treatment plant's permitted capacity of 0.50 MGD. Even the Average Maximum
Projected Flow is below the plant's permitted capacity.
8 1 November 2018 Old Fort 2018 Wastewater Asset Inventory and Assessment Report

3. LEVEL OF SERVICE AGREEMENT
The goal of the Town of Old Fort Wastewater Treatment Plant is to confirm wastewater is treated effectively and
efficiently by providing services that meet or exceed customer expectations and comply with federal, state, and
local regulations. This section describes both utilities' Level of Service goals and the key performance targets for
each Level of Service goal for present and future performance. The Level of Service describes the characteristics
of the utility's performance, such as "how much", "of what nature", and "how frequently." The utility's progress
toward meeting those goals will be reviewed annually.
The Levels of Service determine the amount of funding that is required to maintain, renew and upgrade the
entire wastewater collection and treatment infrastructure to provide the customers with the Levels of Service
specified. The Level of Service goals are defined across the four service areas identified below. Changes to the
Levels of Service goals and how the utility addresses the issues will affect funding requirements and how well
the utility can provide the proper service to the community. The Target Levels of Service that the utility has
chosen to meet are presented in Table 3.1. This table lists the Level of Service goals and measures the success of
each goal.
Table 3.1. Level of Service Goals
Health, Safety, and Comply with all federal, state, and Meets all performance objectives
Security local worker safety requirements
Asset Preservation and Perform routine maintenance on all
Condition major equipment per factory Meets all performance objectives
recommendations
Conservation, Compliance, Meet all federal, state, and local Meets all performance objectives
and Enhancement regulatory standards
Provide uninterrupted service for the
Wastewater Treatment Plant and Meets all performance objectives
Service Quality and Cost sanitary sewer service areas
Sewer rates reviewed annually Meets all performance objectives
C
9 ]November 2018 Old Fort 2018 Wastewater Asset Inventory and Assessment Report

4. INVENTORY OF CRITICAL ASSETS
The Town of Old Fort Wastewater Treatment Plant and Sanitary Sewer System include assets associated with
the sanitary sewer system, lift stations, the treatment process and maintenance of treatment facilities. A map of
the collection system is provided in Figure 4-1. Figure 4-2 includes blowup maps of individual sanitary sewer
system that were prepared as part of the AIA Project. A schematic of the Wastewater Treatment Plant process
flow identifying the major unit processes is provided in Figure 4-3. Figure 4-4 is a map of the sewer lines that
were video inspected.
Some assets are more important than others in making sure that wastewater is collected and treated effectively.
Therefore, the Asset Inventory and Assessment team used the CUPSS software (developed by the U.S.
Environmental Protection Agency) to identify and prioritize critical assets. This process includes reviewing all
assets and recording their conditions (likelihood of failure), criticality to the utility (consequence of failure) and
redundancy (the number of back-up assets to help support each asset). The information collected during the
review is used to assign a risk to each asset. This will ensure that the utility delivers the level of service
described in the previous section. The following sections define the metrics used to assess each asset:
Condition
The condition of each of the critical assets was ranked according to the following scale:
a Excellent -New equipment with >:90% of anticipated equipment life remaining
IN Good -Equipment with <90% of anticipated equipment life remaining and in above average condition
It Fair -Average condition and suitable for operation
a Poor -Not suitable for long-term use due to offset joints, significant corrosion, cracks, reduced capacity, or
other mechanical or electrical deficiencies
a Very Poor -Not operable
Assets rated as poor or very poor are addressed through the capital improvement plan.
Consequence of Failure
As defined in the CUPSS guidance, consequence of failure "estimates the degree of impact on utility service
should the asset fail''. The consequence of failure of each asset was ranked according to the following scale:
® Insignificant - Minimal short-term or long-term impact on wastewater conveyance or treatment operations
® Minor - Minimal short-term impact on wastewater conveyance or treatment operations
a Moderate - Operations will be disrupted, but may not impact compliance
a Major - Wastewater conveyance or treatment will be severely disrupted, service to customers may be
disrupted, and noncompliance is probable
a Catastrophic - The Wastewater Treatment Plant may shutdown, service to customers may be halted, or there
may be a water quality emergency.
Redundancy
a The redundancy of each asset was recorded as one of the following categories:
a 0% Back-up
0 50% Back-up
■ 100% Back-up
a 200% Secondary Back-up.
' CUPSS Release 1.3.10, July 2017, User's Guide.
November 2018 Old Fort 2018 Wastewater Asset Inventory and Assessment Report

Risk Category
As defined in the CUPSS guidance, the risk category identifies the "potential for realization of unwanted adverse
consequences or events"2 associated with the condition or performance of a specific asset. Risks were
categorized as:
• High -Provide immediate attention to monitor asset condition and develop plans for asset repair,
rehabilitation, or replacement
s Medium - Provide aggressive monitoring
o Low -Perform routine maintenance for asset to extend remaining useful life.
The risk category was assigned based on the probability of failure and the consequence of failure. The
probability of failure was estimated based on the remaining useful life of the equipment and the redundancy
provided for the equipment. Appendix A provides a summary of the risk calculation.
The Town of Old Fort Wastewater Treatment Plant and the Old Fort Public Works Asset Inventory and
Assessment Team has completed the asset assessment. The assessment of the equipment and components at the
wastewater treatment plant is based on operator knowledge, age and type of equipment, and observed
equipment performance. The assessment of the sanitary sewer conditions is based on the result of the sewer
video work performed on certain portions of the sanitary sewer system. Table 4.1 lists assets at the wastewater
treatment plant and identifies those that are critical to maintain the performance of the plant. Table 6.2 lists the
results of the sanitary sewer video inspection report and the actual viewing of the sewer videos, themselves.
The sewer video inspection report is included in Appendix B.
2 2 CUPSS Release 1.3.10, July 2017, User's Guide.
111 November 2018 Old Fort 2018 Wastewater Asset Inventory and Assessment Report

Laboratory/Operations Building
HVAC System
Influent Pump No. 1
Influent Pump No. 2
Pump No.3
Pump Station Building
Influent Pump Power Panel
Automated Influent Sampler
Automated Effluent Sampler
Mechanical Bar Screen
Bar Screen Control Panel
Bar Screen Power Panel
Vortex Grit Chamber
EQ Basin Concrete
EQ Basin Blower 1
EQ Basin Blower 2
EQ Basin Blower 3
I LEQ Basin Diffusers and Air Piping
EQ Basin Effluent Pump 1
EQ Basin Effluent Pump 2
Aeration Basin 1 Concrete
3Aeration Basin 1 Floating Aerator 1 O
Aeration Basin 1 Floating Aerator 2
Aeration Basin 1 Floating Aerator 3 •
Aeration Basin 1 Aerator Power Panel
Aeration Basin 2 Concrete
Aeration Basin 2 Floating Aerator 1
0 Aeration Basin 2 Floating Aerator 20
Aeration Basin 2 Floating Aerator 3
Aeration Basin 2 Aerator Power Panel
Aeration Basins Influent Splitter Box
0 Aeration Basin Splitter Box Gates O
Clarifier No.1
Clarifier No. l Concrete
Clarifier No. 2
Clarifier No. 2 Concrete
Clarifier No.3 -
..._:.:__..�,, 2C1v 1Tank
Operation Building
Operation Building
Influent Pump Station
Influent Pump Station
Influent Pump Station
Influent Pump Station
Influent Pump Station
Lab/monitoring
Lab/monitoring
Influent Screening
Influent Screening
Influent Screening
Influent Screening
Flow Equalization
Flow Equalization
Flow Equalization
Flow Equalization
Flow Equalization
Flow Equalization
Flow Equalization
Aeration Basin 1
Aeration Basin 1
Aeration Basin 1
Aeration Basin 1
Aeration Basin 1
Aeration Basin 2
Aeration Basin 2
Aeration Basin 2
Aeration Basin 2
Aeration Basin 2
Aeration Basins
Aeration Basins
Secondary clarifier
Secondary clarifier
Secondary clarifier
Secondary clarifier
Secondary clarifier
Secondary clarifier
Active
Active
Active
Active
Active
Active
Actived
Active
Active
Active
Active
Active
Active
Active
Active
Active
Active
Active
Rarely Used
Rarely Used
Active
Active
Active
Active.
Active
Active
Active
Active
Active
Active
Active
Active
Active
Active
Active
Active
Inactive
Inactive
2014
2014
2004
2004
2004
2004
1997
1997
1997
1997
1997
1994
1994
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
1997
M1997Fair
r
r
r
d
eaksMajor
Very good
Very Good
Fair
Excellent
Excellent
Fair
Fair
Poor -Replace
Poor -Replace
Poor -Replace
Poor
Poor
Poor
Fair
Fair -Replace
Fair -Replace
Fair -Replace
Good
Fair
Not In Service
:Poor -Replace
Not in Service
Good
Good
Poor -Replace
Poor -Replace
Good
Fair
Good
Poor
Poor
Major
Minor2024
Catastrophic
Catastrophic
Catastrophic
Catastrophic
Major
Major
Major
Major
Major
Moderate
Moderate
Moderate
Moderate
Moderate
Major
Moderate
Moderate
Catastrophic
_ Catastrophic
Catastrophic
Catastrophic
Moderate
Catastrophic
Catastrophic
-
Moderate
Major
Major
Catastrophic
Catastrophic
Catastrophic
Catastrophic
Inactive
Inactive
Roo-018
2019
2019
2019
2020
2019
2028
2028
2020
2034
2034'
Rebuild 2018
Z036
2020
2020
2020
200
2025
2025
2022
2020
2021
2019
2020
2022
2021:
-
2023
2064
2020.
2019.
2034
2018.
2034
2020
2021
Medium
Low
Medium
Medium
Medium
Medium
Medium
Low
Low
Medium
Medium
Medium
Low _
Medium
Medium
Medium
Medium
.High
Medium
Medium
High
.High
Medium
High
Medium
High
High
-
Medium
Low
Medium
High
High
High
High
Medium
Medium
0% Routine Maintenance
0°� Routine MainRoof
50% Aggressive Monitoring
50% AggressiveInfluent
50% Aggressive- ReplaceInfluent
0%
0% Aggressive Monitoring
0% Routine Maintenance
)5 Routine Maintenance
Replace$53,000
0% Immediate Attention
0% Aggressive Monitoring
0% Aggressive Monitoring
0% Routine maintenance
0% Aggressive Monitoring
50% Aggressive Monitoring
50% Aggressive Monitoring
50% Aggressive Monitoring
0% Immediate Attention
50% Routine Maintenance--
50% Routine Maintenance
0% Immediate Attention
50% Immediate Attention
50% Immediate Attention
50% Immediate Attention
0% Aggressive Monitoring
- 0% Immediate Attention
0% Immediate Attention
-
0% Aggressive Monitoring
0% Routine Maintenance
0% Immediate Attention
50% Immediate Attention
0% Aggressive Monitoring
50% Aggressive Monitoring
0% Aggressive Monitoring
50% Replacement Needed
0% Paint Tank
No
Yes
Yes
Yes
Yes
yes
'Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
No
No
Fort 2018 Wastewater Asset Inventory and Assessment Report
I November 2018

TableContinuedWastewater
Asset
Clarifier Na. 4
Associated Asset
Secondary clarifier
Treatment PlantComponents
ConditionInstallation Consequence
Asset Status Year
Active 2004 Good Catastrophic
Replacement
Condition
Risk Factor
Categoryl
Assessment
Redun Critical
clancy Action Based on Risk Asset?
2027
High
50% Aggressive Monitoring
Yes
Clarifier No. 4 Steel Tank
Secondary clarifier
Active
2004
Good
Catastrophic
2027
High
0% Aggressive Monitoring
Yes
Return Sludge Pump Building
RAS pump station
Active
1997
Fair -Upgrade
Moderate
2020
High
0% Immediate Attention
Yes
Return Sludge Pump No. 1
RAS pump station
Active
2013
Excellent
Major
2021
High
50% Aggressive Monitoring
Yes
Return Sludge Pump No. 2
RAS pump station
Active
2013
Excellent
Major
2021
High
50% Aggressive Monitoring
Yes
Return Sludge Pump No.3
RAS pump station
Active
2013
Excellent
Major
2021
High
50% Aggressive Monitoring
Yes
Return Sludge Pumps Power Panel
RAS pump station
Active
1997
Excellent
Major
2021
High
0% Aggressive Monitoring
Yes
Waste Sludge Pump Building
WAS pump station
Active
1997
Fair -Upgrade
Moderate
2024
Medium
0% Routine Maintenance
Yes
Waste Sludge Pump No.1
WAS pump station
Active
2012
Excellent
Major
2034
High
0% Aggressive Monitoring
Yes
Waste Sludge Pumps Control Panel
WAS pump station
Active
2014
Excellent
Major
2034
High
0% Aggressive Monitoring
Yes
Splitter Box For Future Tertiary Filters
Tertiary filters - Future
Future
Redundant Disk Tertiary Filters
Tertiary fiilters- Future
Future
Liquid Chlorine Disinfection System
Disinfection
Active
2004
Good
Catastrophic
2024
High
0% Aggressive Monitoring
Yes
Calcium Thiosulfate System
Disinfection
Active
2004
Good
Catastrophic
2024
High
0% Aggressive Monitoring
Yes
Chemical Room— At Plant Building
Chemical feed
Active
1997
Good
Moderate
2036
Low
0% Routine Maintenance
No
Effluent Flow Meter
Effluentflume
Active
2014
Fair
Major
2018
Medium
0% Routine Maintenance
Yes
Sludge Holding Tank 1 Concrete
Sludge holding
Active
1986
Poor— NeedsNew Air Piping
Major
2021
Medium
50% Aggressive Monitoring
Yes
Sludge Holding Tank 2 Steel
Sludge holding
Active
1986
Repainted in
2017- Good
Major
2058
Medium
50% Aggressive Monitoring
Yes
Sludge Tanks Submerged Air Diffusers
Sludge digester
Active
2014
Fair —
Cleaned 2017
Major
2020
High
0% Aggressive Monitoring
Yes
Sludge Tank Blower 1
Sludge digester
Active
2017
Excellent
Major
2020
High
0% Immediate Attention
Yes
Sludge Tank Blower Power Panel
Sludge digester
Active
2014 1
Excellent
Major
2034
Medium
0% Aggressive Monitoring
Yes
Residuals Lime System
Residuals
Management
Active
1997
Poor -Replace
Major
2020
Medium
0% Immediate Attention
Yes
Residuals Dewatering Press
Residuals
Management
Active
1997
Fair -Panel
Major
2023
Medium
0% Aggressive Monitoring
Yes
Residuals Storage Area
Residuals
Management
Active
1997/2004
Good
Moderate
0%
SCADA System
Plant -Wide
Future
0%
Generator
Wastewater
Treatment Plant
Active
1997
Fair
Major
2018
High
0% Aggressive Monitoring
Yes
Generator Control Panel
Wastewater Treatment Plant
Active
1997
Transfer Fair -No Auto
Major
2015
High
0% Aggressive Monitoring
Yes
Real Property At WWTP
Land
Active
1997
Excellent
Catastrophic
-
Low
- Routine Maintenance
Yes
Notes:
1. Risks were categorized as High -Immediate Attention, Medium -Aggressive Monitoring, and Low -Routine Maintenance. The risk category was assigned using the method presented in Appendix A.
2. The risk category for real property was assigned by the Asset Inventory and Assessment team, rather than using the method presented in Appendix A, because aggressive monitoring efforts or immediate
attention do not impact the relativelv low probability of property failure (change in ownershipl.
131 Novemberr ) r' '1 Old Fort 2018 Wastewater Asset Inventory and Assessment Rem

5. OPERATION AND MAINTENANCE (0&M) STRATEGY
0&M consists of preventive and emergency/reactive maintenance. The Town of Old Fort Wastewater Treatment
Plant and sanitary sewer system staffs have in place a sanitary sewer system 0&M Plan, prepared as part of this
AIA Report, to ensure that the utility is achieving its desired level of service goals. The maintenance strategy
focuses on the three areas listed below and will be revisited every year. The current 0&M plan is included in
Appendix E.
5.1 PREVENTIVE MAINTENANCE
Preventive maintenance is the day-to-day work necessary to keep assets operating properly, which includes the
following:
1. Regular and ongoing annual tasks necessary to keep the assets at their required service level
2. Day-to-day and general upkeep designed to keep the assets operating at the required levels of service
3. Tasks that provide for the normal care and attention of the asset including repairs and minor replacements
Preventive maintenance is carried out because of a planned maintenance program (such as regularly scheduled
asset repairs) and historically problematic operations. Equipment must be maintained according to
manufacturer's recommendations to achieve maximum return on investment. By simply following the
manufacturer's suggested preventive maintenance the useful life of equipment can be increased 2 to 3 times
when compared to run till failure. Communities that have eliminated preventive maintenance practices from
their operating budget can achieve positive returns from a relatively small additional investment.
5.2 EMERGENCY/REACTIVE MAINTENANCE
Reactive maintenance is often carried out because of customer requests or sudden asset failures. The required
service and maintenance to fix the customers issue(s) is identified by staff inspection.
5.3 DEFERRED MAINTENANCE
Deferred maintenance is any maintenance, repair, restoration or replacement work that should have been
accomplished before now, and that has not been performed. The utility plans to reduce overall deferred
maintenance over the following 10 years by implementing the capital improvement plan.
14 1 November 2018 Old Fart2018 Wastewater Asset Inventory and Assessment Report

6. CAPITAL IMPROVEMENT PLAN (CIP)
The Town of Old Fort Wastewater Treatment Plant capital improvement plan (Wastewater Treatment Plant
CIP), the Sanitary Sewer System Capital Improvement Plan and the Water Plant Capital improvement plan (WTP
CIP included in the Water AIA Report) provide the description of future capital project needs for the next 10.
years. Capital improvement projects generally create a new asset that previously did not exist or they upgrade
and improve an existing asset's capacity or capability to better perform. The projects noted in the CIP can result
from growth or environmental needs, such as the following:
a Expenditure that purchases or creates a new asset or in any way improves an asset beyond its original design
capacity
a Upgrades that increase the capacity of the asset
Construction designed to produce an improvement in the standard operation of the asset beyond its present
capacity or beyond its present operational performance.
In addition to capital improvement projects, the Asset Inventory and Assessment team has reviewed and is -- --
-
establishing a renewal (or rehabilitation) strategy. Renewal expenditure is anything that does not increase the
asset's design capacity but restores an existing asset to its original capacity. Any improvement projects that
require more than simply restoring an asset to its original capacity are deemed to be a renewal project, such as
the following:
• Activities that do not increase the capacity of the asset (i.e., upgrade and enhance the assets, restoring them
to their original size, condition, and capacity)
• Rehabilitation involving improvements and realignment or restores the assets to a new or fresh condition.
In making renewal decisions, the utility considered several categories other than the normally recognized
physical, failure or breakage. Such renewal decisions include the following:
a Structural
• Capacity
s Level of service failures
■ Outdated functionality
• Cost or economic impact.
Summaries of the current plans are presented in Table 6.1 and Table 6.2. Because the expected needs of the
utility will change each year, the CIP plan will be updated to reflect those changes.
6.1 FINANCIAL MANAGEMENT STRATEGY
This section describes the Town of Old Fort Utilities Department financial condition and its strategy for future
financing. Equipment expenses greater than or equal to $200 are considered capital costs. Capital costs are one-
time expenses (not including labor) used to replace or upgrade, because of capacity, a part of the utility's
infrastructure. Capital costs do not include 0&M costs.
Collection system, wastewater treatment, water treatment and distribution system expenses are funded through
grants, loans and general rates and fees. The Town of Old Fort received funding for the Wastewater Treatment
Plant Improvement Project from the Clean Water Revolving Fund. This project included replacement of the
anaerobic basin mixers, aerobic digester sludge recirculation pumps, and installation of new aerobic digester air
jammers.
The Town has retired the existing debt service for the Wastewater Treatment Plant. The budgetary savings due
to this debt retirement are being transferred to the Town's Wastewater Treatment Plant Capital Reserve for use
on future projects. Therefore, it is assumed that the WWTP capital projects that are being proposed herein will
be funded by the Capital Reserve and/or potential State and Federal grant/loan programs. The utility estimates
that it will spend a total of $0.8M on wastewater over the next 10 years to upgrade the Wastewater Treatment
15 Ortnhcr 201 A nm Pnrt 9m A

Plant equipment so that it can continue to maintain compliance with state, and federal effluent limits. A financial
summary noting the planned improvements at the wastewater treatment plan for the next 10 years is presented
in Table 6.1.
The utility estimates that it will spend a total of $0.6M on sanitary sewer system improvements over the next 10
years to rehabilitate or replace old terra cotta pipe and brick manholes. A financial summary for the next 10
years is presented in Table 6-4.
6.1.1 Total Expenditures
Table 6.5 illustrates the forecasted financial needs for the next 10 years. The financial forecast includes the
capital cost for Wastewater Treatment Plant improvement projects and sanitary sewer system projects that are
recommended to be completed in the next 10 years.
6.2 USER RATES
Fee increases are not required at this time to implement the first year in the CIP and to maintain an operating
ratio greater than or equal to 1 in the first year.
16 October 2018 Old Fort 2018 Wastewater Asset Inventory and Assessment Report

Table 6.1. Wastewater Treatment Plant Capital Improvement Plan
. • • • ' •
Clarifiers 1 Drive Assembly
- .
$ 100,000
t •
•
$100,000
•
•
rFYs r FYs
•• • • •r • t 29
$ 100,000
Caterpiller Front End Loader
$ 150,000
$ -
$ 150,000
Aeration Basin 1 Concrete
$ 40,000
$ 40,000
$ 40,000
Return Sludge Pumps Building
$ 20,000
$ 20,000
$ 20,000
Influent Pumps Building
$ 20,000
$ 20,000
$ 20,000
Sludge Tank Blower 1
$ 50,000
$ 25,000
$ 25,000
Aeration Basin 2 Concrete
$ 40,000
$ 40,000
$ 40,000
Aeration Basin Floating Aerators - 4
$ 100,000
$ 25,000
$ 25,000
$ 25,000
$ 25,000
$ 100,000
Lime System - See Note 2 Below
$ 200,000
$200,000
$ 200,000
Mechanical Bar Screen Assembly
$ 53,000
$ 53,000
$ 53,000
Belt Press Control Panel
$ 85,000
$ 85,000
$ 85,000
Aeration Basin Spliiter Box Gates
$ 15,000
$ 15,000
$ 15,000
Diesel Generator - Auto Transfer Switch
$ 50,000
$ 50,000
$ 50,000
Air Piping in EQ Basin
$ 100,000
$100,000
$ 100,000
Replace Roof - Operation Building
$ 37,500
$ 37,500
$ 37,500
Total
$ 1,060,500
$217,500
$178,000
$150,000
$140,000
$200,000
$ 885,500
$ 150,000
Notes:
1 The Capital Improvement Plan in Table 6.1 includes capital projects to replace or upgrade capital equipment at the wastewater treatment plant that was categorized as Poor or
Very Poor or equipment that has an estimated replacement date within the next 10 years.
2 Lime System needs major work - paint silo, replace blender, replace transfer screw, replace pasteurization vessel, replace bag filters, replace final conveyor.
3 It is recommended that the Projects for the first 5 fiscal years, except the belt press control panel, be consolidated into one large project for which debt service will be incurred in
FY 2024-2025. Debt service for $885,500 for 20 years at 2.75% = approximately $50,000/year. Assumes State Revolving Loan Funds.
4 The Town of Old Fort is in the process of replacing the Belt Press Control Panel and having it wired. It was funded in the 2017-2018 FY budget and so will not be included in the
CIP overall costs when calculating rate increases.
S The Estimated Total Project Cost is distributed over the life of the project (up to 20 years) and includes project costs (excluding debt service) covered by grants, loans. The Town of
Old Fort costs associated with a project may be distributed in fiscal years after 2029 and that distribution is not presented in this table.
17 NovemberSG18 Old Fort 2018 Wastewater Asset Inventory and Assessment Report

6.2 Videcied
Sewer
Lines Condition
RecommendationsTable
Assessments and Work
Segment
us DS
Pipe
e Dia. Pipe Length
Upstream Downstream
#
MH MH
Location
Material
(in) (LIF)
Pipe Condition MH Condition MH Condition
Sewer Action MH Action(s)
1
35 36
ECrawford
I P
I12
2Z7.5
Ve
I Good
Good
None
None
2
101
35
E Crawford
VCP
8
331.8
Multiple Cracks
Poor -Brick
Good
CIPP
Rehab Upstream
3
36
86
ECrawford
PVC
12
226.0
Very Good
Good
Good
None
None
4
73
69
Off Bat Cave
DIP
12
65.3
Very Good
Good
Good
None
None
5
73A
73
Off Bat Cave
DIP
12
200.7
Very Good
Good
Good
None
None
6
76B
73A
Off Bat Cave
DIP
12
145.6
VG, Grease
Good
Good
None
None
7
74
75
Catawba R Rd
DIP
12
317.6
Very Good
Good
Good
None
None
8
75
76
Catawba R Rd
DIP
12
310.7
Very Good
Good
Good
None
None
9
76
76A
Catawba R Rd
DIP
12
25.7
Settled Fines
Good
Good
Additional Flushing
None
10
76A
76B
Catawba R Rd
DIP
12
145.5
Very Good
Good
Good
None
None
11
86
87
Off ECrawford
DIP/PVC
12
224.4
Evidence of
Good
Good
None
None
Surcharging
12
88
166
Off E Crawford
CIP?
12
172.5
Significant Corrosion
Good
Good
Additional Flushing
None
13
91A
91
Westerman St
VCP
8
199.8
Roots, Offsets,
Poor -Brick
Poor -Brick
Point Repairs at
Rehab Both MH's
Fractures, 1/1
Service 48.2, CIPP
Off
Roots, fractures, tool
14
91
96
Westerman St
VCP
8
147.8
lodged in tap
Poor -Brick
Poor -Brick
CIPP
Rehab Both MH's
15
93A
89
Westerman St
VCP
8
36.5
Good, protruding tap,
Buried, Poor
No Access
None
Uncover & Rehab
survey abandoned
Brick
MH 91A
Holes, offsets,
16
96
95
Off
VCP
8
274.7
fractures, protruding
MH 96
CIPP
Rehab MH 96
Westerman St
tap, survey
Poor -Brick
abandoned
17
Off
Holes, offsets,
MH 95
95
96
Westerman St
VCP
8
29
fractures
Poor -Brick
CIPP
Rehab MH 95
SS
300.1
Multiple holes,
95
97
Salisbury Ave
VCP
8
fractures, I/I
Poor -Brick
Poor -Brick
CIPP
Rehab Both MH's
Spiral Fracture at 0.5',
Broken Pipe at 33.8',
19
97
98
W Mitchell St
VCP
8
315.2
Hole at 44.1', Broken
Poor -Brick
Poor -Brick
CIPP
Rehab Both MH's
Pipe 122.6', Multiple
Roots
Point Repair at
20
98
99
W Mitchell St
VCP
8
328.6
Fair, Fractures
Poor -Brick
Droorp-Brick
68.4'
Rehab Both MH's
p
Poin rat
326.7
Off
Pipe Buckled,
21
139
140
N Redtown Rd
PE
6
52.5
Poor -Brick
Poor -Brick
Replace w/8" PVC
Rehab Both MH's
Collapsed
1B August 2018 Old Fort 2018 Wastewater Asset Inventory and Assessment Report

6.2 Continued
Videcled
Sewer
Lines
Condition Assessments
and Work
RecommendationsTable
Segment us DS
If MH MH
Location
Pipe
Material
Pipe
Diamete
rlin)
Pipe Length
(LF)
Pipe Condition
Upstream Downstream
MH Condition MH Condition
Sewer Action
MH Action(s)
22 140 141
Off
N Redtown Rd
PVC
6
49.4
Good
Square Box
Concrete
None
None
Roots, Off -Set Joints,
23
103
101
E Crawford
VCP
8
309.8
Cracks, Root Balls in
Concrete
Poor -Brick
CIPP
Rehab MH 101
Laterals
24
129
189
E McDowell St
VCP
8
135.3, Video
Several Pipe Sags,
Large Debris in Pipe at
Poor -Brick
Not Videoed
Heavy Flushing to
Rehab MH 129
Abandoned
135.3
Remove Debris
25
ff
138
138A
N Redtown Rd
PVC
8
168.9
Good
Poor -Brick
Poor -Brick
None
Rehab Both MH's
26
138A
139A
Off
N Redtown
PVC
8
248.3
Several Pipe Sags
Poor -Brick
Not Videoed
point Repair at
Rehab MH 138A
Rd
Service, 248.3
27
139A
139?
Off
N Redtown Rd
PVC
8
371.0
Several Pipe Sags
Poor -Brick
Concrete
None
Rehab MH 139A
28
139
140
Off
N Redtown Rd
PE
6
Incomplete
pipe Deformed,
Buckled, Cracks
Poor -Brick
Not Videoed
Replace with 8"
Rehab MH 139
29
140
141
Off
N Redtown Rd
PVC
6
25.3
Good Condition
Concrete Box
Concrete
None
None
Numerous Fractures,
30
145
151A
Off Lackey
VCP
8
127.9
Offset Joints, Severe
poor -Brick
Not Videoed
Point Repair at
Rehab MH 145
Town Rd
Break at 125.7, Survey
125.7, Then CIPP
Abandoned
Broken Pipe & Heavy
31
145
145A
Off LackeyRoots
VCP
8
95.7
at 94.4, Severe
Offset Joint & Roots at
Concrete
Not Videoed
Point Repairs at
None
Town Rd
95.7, Survey
94.4 and 95.7
Abandoned at 95.7
32
151A
151
Off Lackey
VCP
8
188.6
Broken Pipe at 126.9,
Concrete
Concrete
Point Repair at
None
Town Rd
Multiple Fractures
126.9. Then CIPP
19 2018 ( 1 Old Fort 2018 Wastewater Asset Inventory and Assessm ort

Segment
Number
2
Table
Segment Location
MH 101- MH 35 E Crawford
Pipe Length Recommended
(LF) Sewer Action
331.8 CIPP
Estimated
cost
$35,000
Complete Work Recommended MH Estimated Complete Work
In Fiscal Year Action(s) Cost In Fiscal Year
2019-2020 Rehab MH 101 $6,000 2019-2020
9
MH 76—MH 76A
Catawba Rd
25.7
Additional Flushing
None
Continuous None
12
MH 88— MH 166
Off E Crawford
172.5
Additional Flushing
None
Continuous None
13
MH 91A—MH 91
Westerman St
199.8
Point Repair, CIPP
$45,000
2020-2021 Rehab MHs 91A & 91
$12,000 2021-2022
14
MH 91—MH 96
Off Westerman St
147.8
CIPP
$15,000
2019-2020 Rehab MH 96
$6,000 2019-2020
15
MH 91A— MH 89
Westerman St
36.5
None
None
Rehab MH 91A
16
MH 96—MH 95
Off Westerman St
274.7
CIPP
$27,500
2022-2023 Rehab MH 96
17
MH 95—MH 96
Off Westerman St
29
CIPP
$3,000
2022-2023 Rehab MH 95
$6,000 2022-2023
18
MH 95— MH 97
Salisbury Ave
300.1
CIPP
$35,000
2023-2024 Rehab MH 95 & MH 96
19
MH 97— MH 98
W Mitchell St
315.2
CIPP
$30,000
2027-2028 Rehab MH 97 & MH 98
$12,000 2027-2028
20
MH 98— MH 99
W Mitchell St
328.6
Point Repairs
$35,000
2024-2025 Rehab MH 98 & MH 99
$6,000 2024-2025
21
MH 139—MH 140
Off Redtown Rd
52.8
Replace w/8" PVC
$11,500
2024-2025 Rehab MH 139 & MH 140
$12,000 2024-2025
- 23
MH 103—MH 101
Off Catawba Ave
309.8
CIPP
$32,500
2021-2022 Rehab MH 101
$6,000 2021-2022
24
MH 129— MH 189
E McDowell St
135.3
Heavy Flushing
None
Rehab MH 129
$6,000 2020-2021
25
MH 138—
MH 138A
Off Redtown Rd
168.9
None
None
Rehab MH 138 &
MH 138A
$12,000 2023-2024
26
MH 138A—
MH 139A
Off Redtown Rd
248.3
Point Repair
at 248.3
$18,000
2025-2026 Rehab MH 138A
27
MH 139A—
MH 139?
Off Redtown Rd
371.0
None
None
Rehab MH 139A
$6,000 2025-2026
28
MH 139—MH 140
Off Redtown Rd
Incomplete
Replace w/8" PVC
$11,000
2024-2025 Rehab MH 139
$6,000 2024-2025
30
MH 145—
MH 151A
Off Lackey
Town Rd
127.9
Point Repair at
125.7, CIPP
$18,000
2028-2029 Rehab MH 145
$6,000 2028-2029
31
MH 145—
MH 145A
Off Lackey
Town Rd
95.7
Point Repairs at
94.5 & 95.7
$35,000
2026-2027 None
32
MH 151A—
MH 151
Off Lackey
Town Rd
188.6
Point Repair at
126.9, CIPP
$18,000
2025-2026 None
Total Costs
$369,500
$102,000
20 Aueust 2018 Old Fort 2018 Wastewater Asset Inventory and Assessment Report

Table Total• •
Expenditures by Fiscal Year
Fiscal Year Expenditures
2019-2020 $50,000
2020-2021
$45,000
2021-2022
$50,500
2022-2023
$42,500
2023-2024
$52,500
2024-2025
$46,000
2025-2026
$48,000
2026-2027
$47,000
2027-2028
$48,888
2028-2029
$42,000
TOTAL
$471,500
21 AugusUM8 Old Fort 2018 Wastewater Asset Inventory and Assessment Report
j
l( l/ 7

Table 6.5. Total Projected Expenditures FY 2019-2020 through FY 2028-2029
Inflation
i
2.20%
F
2.20%
2.50%
i
2.50% 2.50%
FISCAL YEAR
3.00% 3.00%
3.00%
3.20%
3.20%
Interest Rate for Cash on Hand
0.25%
0.25%
0.25%
0.25%
0.25%
0.25%
0.25%
0.25%
0.25%
0.25%
Service Population Growth
0.36%
0.30%
0.25%
0.20%
0.17%
0.14%
0.12%
0.10%
0.08%
0.07%
Annual Operating Expenses
254,316
259,910
266,408
273,068
279,895
288,292
296,941
305,849
315,636
325,736
Existing Debt Service For Capital Project
Capital Exenses
13,391
13,686
14,028
14,379
14,738
15,180
15,636
16,105
16,620
17,152
Capital Improvement Plan - Water
60,000
75,000
1 30,000
61,000
74,000
50,000
35,000
57,000
10,700
40,000
Capital Improvement Plan - Sewer
50,000
45,000
50,500
42,500
52,500
96,000
98,000
97,000
98,888
92,000
Total Annual Cost of Doing Business
377,707
393FS96
360,936
390,947
421,133
449,472
445,576
475,954
441,844
474,888
Annual User Fee Increase
0.091/-
0.0%
0.0%1
0.0%1
0.0%1
0.0%1
0.0%1
0.0%1
0.0%1
0.0%
Contribution from Capital Reserve Fund
104,000
100,000
-
-
-
-
-
-
-
-
Water System Revenue
378,681
478,681
478,681
478,681
478,681
478,681
478,681
478,681
478,681
478,681
Revenue Surplus/Deficit
975
85,085
117,745
87,734
57,548
29,209
33,105
2,728
36,837
3,793
Operating Ratio
1.00
1.22
1.33
1.22
1.14
1.06
1.07
1.01
1.08
1.01
Notes:
- FY 2019 annual operating expenses are calculated from the Town of Old Fort Water & Sewer Fund un-audited FY2018-2019 budget.
- The operating ratio is the ratio of annual revenue divided by total annual expenditures.
- If Cash Reserve Needed to Balance is a negative number, then Revenue exceeds Expenses by that amount.
22 November 2018 Old Fort 2018 Wastewater Asset Inventory and Assessment Report

7. USER RATE CALCULATIONS
The Town charges sewer customers a sewer consumption fee based on the total volume of water used. Out of
town customers are billed at a higher consumption rate than in -town customers. The current sewer use fees are
shown in Table 7-1. The current water user fees are shown in Table 7-2.
Table 7.1. Current Sewer User Fees
Residential/Commercial - In Town $6.00
$4.39
Residential/Commercial — Out of Town $6.00
$8.78
Industries — Up to 100,000 Gal/Month $6.00
$4.39
Industries — Usage above 100,000 Gal/Mo
$4.00
Notes:
1. Minimum monthly charge is for all customers regardless of usage.
2. $/1000 gallons up to 100,000 gallons per month. $4.00/1000 gallons for all usage over 100,000 gal/month
Table 7.2. Current Water User Fees
Residential/Commercial - In Town $6.00
$3.47
Residential/Commercial—Out of Town $6.00
$6.93
Industries — Up to 100,000 Gal/Month $6.00
$3.47
Industries — Usage above 100,000 Gal/Mo
$3.20
Notes:
1. Minimum monthly charge is for all customers regardless of usage.
2. $/1000 gallons up to 100,000 gallons per month. $3.20/1000 gallons for all usage over 100,000 gal/month
The current water and sewer user fees, plus usage of current Water and Sewer Department Reserve Funds in
Fiscal Years 2019 through 2021, provide for implementation of the CIP. The Town will maintain the current rate
structure to build capital reserve for future Wastewater Treatment Plant improvement and for sewer system
improvements projects.
Sewer rate increases (%/year) are noted in Table 6.5. It is proposed to fund the sewer system improvements
through contributions to the Capital Improvements Plan from Water and Sewer Department Reserve Funds.
However, some of the proposed wastewater treatment plant improvements are needed beginning FY 2019-
2020. It is proposed to finance those improvements through the State Revolving Loan Funds in FY 2024-2025 in
order to refrain from raising the sewer rates drastically at one time.
23 1 November 2018 Old Fort 2018 Wastewater Asset Inventory and Assessment Report

8. RECOMMENDATIONS
The Town of Old Fort Wastewater Treatment Plant and Sewer Lines Asset Inventory and Assessment Report
refers to many objectives, targets, and improvements for the utility. It is recommended that the Town of Old
Fort consider the following to successfully implement the Asset Inventory and Assessment Plan:
• Review this plan annually and update the community on new information and revisions
® Implement the 0&M plan to extend the life of equipment
a Pursue funding for the projects identified in the Tables 6.1 and 6.3.
CERTIFICATION BY RECORDING OFFICER
The undersigned duly qualified and acting Town Clerk of the Town of Old Fort does hereby certify: That the
attached 2018 Wastewater Asset Inventory and Assessment Report was adopted at a legally convened meeting
of the Town Council of the Town of Old Fort duly held on the _ day of 2018; and further, that
such adoption has been fully recorded in the journal of proceedings and records in my office. IN WITNESS
WHEREOF, I have hereunto set my hand this day of 20_.
(Signature of Recording Officer)
Renee Taylor, Town Clerk
24 November 2018 Old Fort 2018 Wastewater Asset Inventory and Assessment Report

I
APPENDIX A
RISK CATEGORY ASSESSMENT

Town of Old Fort Sanitary Sewer System Operation
and Maintenance Plan
November 2018 --
C

Town of Old Fort, North Carolina
Sanitary Sewer System Operation and Maintenance Plan
November 2018
Table of Contents Page
1. COLLECTION SYSTEM MANAGEMENT 4
a. Goals 4
b. Organization 4
c. Training/Safety 5
d. Customer Service 6
e. Information Management and Geographic Information Systems 8
f. Legal Authorities and Controls 8
2. GENERAL SYSTEM INFORMATION
8
a.
Wastewater Treatment and Collection System Description
8
b.
Collection System Details
9
c.
Age Distribution of Collection System
9
d.
Length of Pipe by Diameter
9
e.
Sanitary Sewer Overflow History
10
f.
System Map
10
3. CLEANING, INSPECTION AND ASSESSMENT
11
a. Cleaning
11
b. Pipe and Manhole Inspection
12
c. Assessment
13
d. Staffing and Equipment
14
4. GRAVITY LINE PREVENTIVE MAINTENANCE
16
a. Fats, Oils, and Grease (FOG) Control
16
b. Root Control
16
c. Service Laterals
16
5. EASEMENTS and PAVING: MAINTENANCE AND ACCESS 17
a. Maintenance of Right of Way and Easements 17
b. Street Paving Coordination 17
6. PUMP STATION/FORCE MAIN MAINTENANCE 18
7. REACTIVE MAINTENANCE 18
a. Corrective Maintenance 19
b. Scheduling 19
c. Tracldng and Recording Repairs 19
8. EQUIPMENT AND TOOL INVENTORY 20
a. Essential day-to-day items 20
b. Spare Equipment and Tools 20

9. CAPACITY MANAGEMENT
Page
20
10. RESOURCES AND BUDGET 20
a. Budget Process 20
b. Rate Setting, Budgetary Policies and Financial History 20
c. Historical Rate Review 21
d. Operating and Maintenance Expense 22
e. Capital Improvement Program Overview 22
f.. Capital Improvement Plan 23
11. SEWER SYSTEM MAINTENANCE PLAN UPDATES 23
a. Plan Update Process 23
b. Monitoring, Measurement, and Program Modifications 24
3

1. COLLECTION SYSTEM MANAGEMENT
a. Goals
The Town of Old Fort's Operation and Maintenance Plan (O&M Plan) covers the assets the
Town manages in its wastewater collection system. The O&M Plan combines preventive,
predictive and corrective maintenance strategies with our best management practices. The O&M
Plan has been prepared to help Town of Old Fort effectively manage its wastewater collection
system and achieve the following goals:
Goals
• Prevent public health hazards
• Protect the environment
• Comply with regulations
• Minimize the frequency of SSOs
• Mitigate the impact of SSOs
• Minimize disruptions in service
• Minimize complaints
• Provide quick response to any disruption in service that occurs
• Protect Town of Old Fort's large investment in the sewer collection system by
maintaining maximum capacity and extending the useful life of the associated assets
• Prevent unnecessary damage to public/private property
• Efficiently use the funds available for the maintenance of the infrastructure and the
operation of services
• Reduce expenditures for emergency maintenance
• Convey wastewater to the Town of Old Fort waste water treatment facility with a
minimum of infiltration, inflow and exfiltration
• Provide adequate capacity to convey peak flow
• Provide immediate, responsive, and efficient service to all emergency calls
• Provide a safe work environment for employees, employers, and residents in Town of
Old Fort
• Perform all operations in a safe manner to prevent personal injury
• Utilize evolving technology to increase our effectiveness and efficiency
• Provide reliable service now and into the future
b. Organization
Old Fort's Sewer Maintenance is conducted under the Water and Sewer Department and is
responsible for all aspects of our wastewater collection system and treatment which are
maintained by Town of Old Fort. The Water and Sewer Department has a staff of 3 full time and
1 part time operation and maintenance positions. Contractors are used for some maintenance
activities and for emergency support.
Water and Sewer Department Director — Establishes policy, plans strategy, leads staff and
delegates responsibility, allocates resources, authorizes outside contractors to perform services,
and may serve as public information officer. Melvin Lyle is our Water and Sewer Department
Director.
8

Old Fort's ConsultingEngineer — Prepares wastewater collection system planning documents,
manages capital improvement delivery system, documents new and rehabilitated assets, and
coordinates development of the Town of Old Fort's Asset Inventory and Assessment Plan.
Wastewater Treatment Plant O eu rator — Oversees and operates, on a daily basis, the Town's
wastewater treatment plant. Tony West if the Town's wastewater treatment plant Operator in
Responsible Charge (ORC).
Field Crew — Conducts staff operations and preventive maintenance activities, mobilize and
respond to notification of stoppages and SSOs.
Town Administrative Staff— Supports operations, assists with data entry and quality control,
handles billing, dispatch, payroll, customer response, outreach, and other support functions as
needed.
The Old Fort Water and Sewer Department - It is responsible solely for management, operations
and maintenance of the wastewater collection and treatment facilities
Collection system mapping is supported by the Water and Sewer Department and by Old Fort's
Consulting Engineer These entities also provides support, policy recommendations, and advice
concerning Old Fort's future growth and development, and is responsible for maintaining and
updating GIS data of the existing sewer infrastructure mapping system.
• Resources and budget are overseen by the Town of Old Fort's Board of Commissioners.
• Contingency equipment and replacement inventories are funded by the Town's Board of
Commissioners.
• Design and Construction Standards for installation, rehabilitation and repair are overseen
and reviewed by Old Fort's Consulting Engineer
• Standards for inspection and testing are developed by the Old Fort's Consulting Engineer
• Inspection of grease interceptors/separators is performed by the Water and Sewer
Department staff.
• Outreach for Fats, Oils and Grease is performed by the Water and Sewer Department
personnel.
• Personnel hiring and administration are performed by the Board of Commissioners.
• Procurement of non -routine equipment, services or supplies is authorized by trh Board of
Commissioners.
• Outside Legal Counsel provides legal services and advisory opinions to the Board of
Commissioners on all issues, contracts and agreements, and is responsible for handling all
claims against the Town of Old Fort and prosecuting violations of all Sewer Use Ordinances.
• The Town Clerk maintains copies of Resolutions and Town Ordinances passed by the Old
fort Board of Commissioners related to the operation of the Water and Sewer Department.
e. Training/Safety
Old Fort's training program provides a mechanism for educating employees and establishing
their technical competence through the Rural Water Association training program and the NC
certification Board for water and wastewater workers. Old Fort utilizes a combination of in-
house skill training and the purchase of specialized training through state and national
associations. Skills training for the Water and Sewer Department employees includes, but are not
limited to:
5

• Routine Line Maintenance
• Heavy Equipment Operation
• Maintenance Equipment Operation
• Line Testing and Inspection
• Infrastructure Installation
• Pump Station Operation and Maintenance
• Electrical and Instrumentation
• Emergency Response
• Public Relations
• Safety
Safety training is obtained from training agencies including the NC Rural Water Association.
The Town of Old Fort expects employee adherence to the following written safety policies and
procedures.
• Confined Space Entry
• Hard Hat Policy
• Vehicle Operation Policy
• Seat Belt Policy
• Respiratory Protection Program
• Excavation Safety Policy and Program
• Chlorine Safety Policy
• Injury Reporting Policy
• Post Accident Drug Testing Policy
• Safety Teams and Committee Policy
• Personal Protective Equipment (provided for the employee)
• First Aid, CPR and AED (First aid supplies are available in office areas and vehicles)
• Flaggers
• Hazard Communication Program
• Defensive Driving Program (employees who are required to maintain a commercial
driver's license must complete a four (4) hour defensive driving course)
The Water and Sewer Department maintains appropriate safety equipment including safety
glasses, hard hats, gloves, harnesses, tripods, hoists and fire extinguishers. Lights, barricades,
signage and other equipment are available commercially.
d. Customer Service
Customer Service is provided at the Town Hall.
1. Complaint Management Program
Complaints and requests are received by various means (e.g., phone calls, e-mail, and
occasionally in person at the Town Hall. Regardless of the nature or means of receipt, all
complaints and requests are communicated directly to the Water and Sewer Department. The
following information is maintained in relation to complaints and requests:

C
C
• Receiver of complaint
• Time and date of request
• Complainant information (Name, address, call back phone number)
• Location of the problem
• Type of complaint (home backup, odor, manhole overflow, etc.)
• Specific request
• Personnel assigned to complaint/request
• Findings type, including cause of problem
• Complaint closeout information
• Date complaint closed
Once a complaint is assigned, our field personnel perform an investigation. If the problem
cannot be immediately resolved, the Water and Sewer Department Director will propose
solutions to the Board of Commissioners to take appropriate action for permanent correction of
the problem. If the Town of Old Fort is not responsible for correcting the problem, the Water
and Sewer Department Director will provide the complainant with guidance on a recommended
course of action. Once an investigation has been completed, closeout information is prepared and
maintained by the Town Clerk.
2. Public Information
The Town of Old Fort uses a variety of outlets for providing information and education to
customers. The outlet(s) used to disseminate information is often based on the type of
information and the targeted audience. The Town of Old Fort uses the outlets listed below to
help the Town provide its citizens with the most up-to-date information possible:
• Town of Old Fort Website
• Local Media (TV and Newspaper)
• Monthly Board of Commissioners Agenda and Meetings
• Public Hearings
• Personal Visits / Phone Calls
• Customer Mailings
The Town of Old Fort has good community relations regarding issues with the operation and
maintenance of the sanitary sewer collection system. Types of information provided to our
customers are as follows:
Information
Sewer System Evaluation Survey Work
Major Repairs and Rehabilitation
New Construction
Road Closures
Point Repairs for Street Paving
Sewer User Rates
Complaint Procedures
Service Connection Requirements
Sewer Use Ordinances
Types of Waste Treated
Industry Pretreatment Requirements
Wastewater Treatment Processes
Customer Emergency Response
Grease Handling Information
Grease Disposal Pamphlet
Wastewater Collection and.Treatment

e. Information Management and Geographic Information Systems
Through the Town's Asset Information and Assessment Project, the Town had its entire sewer
system surveyed and a Graphical Information System (GIS) prepared. The GIS includes an
overall sewer system map, individual 11xl7 maps of all areas of the sewer system compiled in 3-
ring binders that the field crews carry with them at all times. Additionally, through the use of a
GIS software program, the Town can look at individual attributes of the sewer system, such as
manhole depths, pipe types, etc.
f. Legal Authorities and Controls
1. Sewer Use Ordinance
The Town of Old Fort has established and implemented regulations regarding the use of the
wastewater collection system. Old Fort has a sewer use ordinance, consistent with EPA's model
ordinance, in place. As regulations and requirements change, the Town of Old Fort passes new
or additional ordinances to address those issues. Ordinances are kept up-to-date and are available
at the Town Hall..
The Town of Old Fort reviews the adequacy of user rates when the Fiscal Year Budget is
prepared.
2. GENERAL INFORMATION ABOUT THE TOWN OF OLD FORT'S
SANITARY SEWER SYSTEM
a. Wastewater Treatment and Collection System Description
The Town of Old Fort's first formal wastewater collection system dates back to early 20a'
century and the first wastewater treatment facility was constructed in 1967. The collection
system transports wastewater to the treatment facility, located on Curtis Creek, a tributary of the
Catawba River.
The oldest part of the system is the downtown area, which also has the highest density of
commercial customers. In 1967, the local textile plants constructed a treatment facility to treat
the wastewater from the plant and from the Town. Since the closing of the textile plant in the
1980's, Town of Old Fort has operated a 0.9 mgd secondary treatment facility that provides
wastewater treatment for the Town, itself, and the remaining industrial water users. The last
major upgrade of the wastewater treatment facility was completed in 2004 and included new
clarifier, sludge pasteurization system and new primary treatment facilities. The treated
wastewater is discharged to Curtis Creek.
The Town of Old Fort does not own or maintain any portion of the sewer laterals that drain each
privately owned parcel or property beyond the property line. However, the Town does work with
homeowners to prevent backups into their homes.
The Town of Old Fort's staff and contractors perform planned maintenance tasks at scheduled
frequencies. Frequencies are established based on experience and collection system information
to minimize the risk of blockages or equipment failures that could lead to sewer. Approximately
10% of the sewer collection system is cleaned each year. Some portions of the wastewater

collection system are maintained more frequently than others based upon past history and their
importance to the effective operation of the wastewater collection system. Staff and/or
contractors also perform unplanned maintenance. As part of the 2018 Sewer system Asset
Inventory and Assessment Study, many of the older sewer lines were videoed. Subsequent to
that video work, a Capital Improvement Plan was prepared that set forth a 10-year sewer
replacement program, beginning with the 2019-2020 fiscal year.
b. Collection System Details
o Service Area: 1.3 Square miles
o Population Served: 971
o System Inventory owned by The Town of Old Fort, below:
LF of gravity Number of
sewer manholes
48,102.74 195
o Number of Service Connections:
Residential:371 Commercial:81 Industrial:10 Total: 462
o WWTF Flow Characteristics in MGD
Annual Average
Average Daily Dry
Peak Wet
Treatment Plant Design Capacity
Daily System Flow
Weather Flow
Weather Flow
(MGD) 0.5 MGD
0.1642
0.0100
0.8858
Average:
Avg Max Flow:
0.1642
i 0.4390
c. Age Distribution of Collection System
The Town of Old Fort conducts an ongoing program to assess the structural condition and
maintenance needs of the collection system as a part of its annual Cleaning, Inspection and
Assessment program. The Town of Old Fort has categorized its sewer system by size and
material:
d. Length of Pipe by Diameter
Pipe Diameter
(inches)
Length
(linear feet
6
1,825
8
22,096
10
4,854
12
11,311
14
708
24
7,308
TOTAL
48,102
0

e. Sanitary Sewer Overflow History
The Town of Old Fort has experienced six sanitary sewer overflows (SSOs) since 2013. The
following table describes the overflow dates, locations, quantities and causes for the last 5 years.
Table 2.1: Sanitary Sewer Overflow History
SSO date
Location
Volume
Cause of Release
Released
03/06/2014
104 N.
500 gal
Roots blocked service line
Cemetery St
10/28/2015
Maple St Ext
500 gal
Debris in line
11/30/2015
Maple St Ext
600 gal
Debris in line
04/19/2017
75 Maple St
100 gal
Roots in line
Ext
05/13/2017
WWTP; 1174
80,000 gal
WWTP influent pump control panel GFCI tripped;
E. Main St
05/30/2018
WWTP; 1174
375,000 gal
WWTP influent pump control panel failure;
E. Main St
To assure sewer capacity, the Town of Old Fort is developing programs to address pipe size
capacity, inflow/infiltration, and condition of our collection system.
E System Map
Maps of the sanitary sewer system are included in the 2018 Wastewater Asset Inventory and
Assessment Report to which this O&M Plan is attached.
The map is current through November 1, 2018.
10

3. CLEANING, INSPECTION AND ASSESSMENT PROGRAM
In 2018, the Town of Old Fort completed its Wastewater System Asset Inventory and
Assessment (AIA) Study to assess the maintenance needs and structural condition of the entire
collection system. During this process, the Town cleaned and video inspected approximately
5,800 LF of sanitary sewer lines, in various locations within the overall sanitary sewer system.
The lines videoed were selected by the Town as suspected vitrified clay pipe or lines where
problems were known to exist.
The Town of Old Fort began the cleaning, inspection and assessment program with a focus on
the known problem areas and the older sections of the Town. The results from the cleaning,
inspection and assessment program have been used to categorize the cleaning frequency and the
repair or replacement needs for each section of line. Previous knowledge of the condition of the
sewer system, and the new knowledge gained from the video inspection, is being used to
establish more frequent cleaning scheduled for identified problem areas.
Critical infrastructure components at the wastewater treatment plant were also identified and
assessed. These components have been identified in the Wastewater AIA Study, as well.
The cleaning efforts are generally performed by Water and Sewer Department staff and/or by
outside contractors, as was the case in the 2018 video inspection work. Data obtained from the
2018 video work has been entered in the 2018 Wastewater AIA Study. As an on -going effort,
the Town will continue to clean at least 10% of its sanitary sewer system annually. During these
cleaning events, the Town will take note of the manhole condition and the types of pipe entering
and leaving each manhole. Such investigations will provide the Town with information
regarding the expected condition of specific line segments. With that knowledge, the Town can
prioritize additional future video investigations.
The cleaning and CCTV schedules are closely coordinated. As the Town of Old Fort's goal is to
have a complete cleaning, inspection and system assessment at least every 10 years,
approximately 10% percent of the system is reviewed by CCTV each decade. Approximately
10% percent of the system is cleaned annually: the cleaning performed each year includes the
priority cleaning plus 10 percent of the remaining parts of the collection system, factoring in the
intermediate and long term interval cleaning schedules. All of the system cleaning is for gravity
lines, as described in more detail in Section b, below.
Information from cleaning and inspections (see Inspection section, below), including any
findings, is entered into field logs and is noted and incorporated into the schedule for
maintenance and capital improvement. This information is also used to update Asset Inventory
and Assessment Study.
a. Cleaning
The Town's primary sewer maintenance activity is sewer line cleaning. The Town's sanitary
sewer service area is divided into several sewer shed areas as contained on the Town's GIS
sewer system map.
11

The cleaning of sewer lines, manholes is categorized as: priority (annual or more frequent
cleaning); intermediate (2-5 year interval); or long term (6 or more year interval).
Cleaning Schedules — Priority Cleaning
Pipe -sections on a priority cleaning frequency are identified based on known Trouble Spots and
Critical Service Areas lists. The Trouble Spots have a history of blockages or overflows. The
Critical Service Areas locations where sewer malfunction would lead to major disruption, are
inspected and maintained at greater frequency due to the importance of their function.
Cleaning - Gravity Lines Routine Cleaning
This section details schedules for the routine cleaning of each sub -area of the collection system.
During the 2018 Asset Inventory and Assessment Study, each pipe and manhole was evaluated,
based on MA inspection, to determine cleaning frequency. As the AIA program continues, a pole
camera may be used to evaluate each sewer line to determine theneedfor cleaning and/or a
CCTV structural inspection. A pipe section that has not been cleaned in over 6 years, but has
been evaluated using the pole camera and shown that cleaning is not warranted, is assigned to the
long term cleaning frequency (10+ years). If the camera evaluation indicates a need for cleaning,
the pipe section can be put on the intermediate cleaning frequency. The cleaning schedules for
other pipe sections in the sub -area will determine whether the cleaning frequency will be closer
to 2-3 years or 10 years.
All cleaning records are kept in a spreadsheet that tracks the following:
• date, time and location of cleaning activity,
• specific lines cleaned;
• equipment used;
• identity of cleaning crew;
• number of passes needed to clean the line;
• presence of root, grease, or debris; and
• problems identified or other follow up actions necessary.
Each line segment cleaned is identified by an upstream and downstream manhole number. A log
is submitted for each day of work completed. Support from private commercial sewer cleaning
and video inspection firms may also be used for cleaning and repairs, and for emergencies during
non -business hours.
Manhole deficiencies are also noted in cleaning logs. Information about manholes requiring
attention is provided to the Water and Sewer Department Directror and either a repair work order
is issued or it is added to the capital repair schedule.
b. Pipe and Manhole Inspection
Planned manhole and pipe inspections are coordinated with the cleaning program and generally
follow the cleaning schedule. The cleaning, inspection and assessment program goal is to
inspect the entire collection system within 10 years. During the 2018 AIA Study, the full CCTV
screening assessed the pipe and manhole structural condition or other deficiencies. In moving
forward, future video inspection should look at the following pipe conditions: C
12

• the structural condition of the pipe
• root intrusion
• grease
• protruding taps
• evidence of inflow and infiltration (UI) or surcharging
• manhole pave-overs, and
• other deficiencies that factor into condition assessment
All newly constructed sewer lines and manholes are required to be vacuum tested to ensure
tightness and prevent release of sewer odors and future infiltration of storm water.
Manhole inspections help keep the asset inventory up to date and are used not only to update
collection system maps, but to determine structural condition. During manhole inspections, field
crews may take a complete inventory of each manhole including construction materials, ring
size, depth to invert, flow conditions and evidence of problems according to the checklist in
Manhole inspection results are reviewed for condition rating. Those needing repair may be
placed on a priority schedule, and routine repairs are coordinated with re -paving work.
Outside firms that specialize in manhole rehabilitation are generally engaged for completing
structural repairs to manholes. Repairs include invert work, frame and cover grade adjustment,
and frame and cover replacement.Work is completed based on priority as noted on work orders
which are tracked and completed in our work order database.
c. Assessment
While routine cleaning and visual inspection are used to assess the condition of manholes and
surface facilities, occasional CCTV video inspections are the primary method used to assess the
condition of the sewer pipes. All records are entered into spreadsheets and maintained at the
Town Hall.
The results from routine inspection and monitoring are used to prioritize areas needing CCTV
inspections to assess pipe condition such as manholes with evidence of slow flow or surcharging.
The assessment is logged into Sewer Inspection Worksheets using conventional defect criteria.
In 2018, approximately 103.1 LF of 6" pipe, 3,861.6 LF of 8" pipe and 2,246.7 of 12" pipe were
video inspected and a rehabilitation plan prepared. The digital videos have been reviewed and
condition assessments entered into the Town's 10-Year Capital Improvement Plan.
Pipe condition information is used to determine short and long term maintenance strategies
including increased cleaning, root treatment, sewer line repair, or replacement. The condition
assessment helps establish the cleaning frequency and populate Old Fort's Capital Improvement
Plan. As more condition assessment information becomes available, the priority of capital
projects may change. Sewer line repair or replacement projects may also be coordinated with re-
paving schedules.
Condition assessments document the following details and deficiencies. Characteristics
including pipe diameter, and age and type of material
1. Sags in line
l( 2. Grease build-up
3. Root intrusion
13

4. Sediment accumulation and encrustation
5. Structural condition, including cracks, corrosion and erosion
6. Joint alignment and movement
7. Reverse slope
8. Obstructions
9. Deformations in line
Based on the criteria ratings noted below, the Town of Old Fort assigns an overall rating for each
asset. A ranking of each asset, based on its condition assessment rating (see Table 3.1), is then
used for prioritizing capital repairs and replacement.
Table 3.1
Condition Rating
Condition Description
Maintenance Required
0
New
Normal
1
Excellent Condition
Normal
2
Minor Defects Only
Minor
3
Backlog Maintenance
Significant
4
Requires Major Renewal
Renew
5
Almost Unserviceable
Replace
Assessment
Factor
Consideration
Scale
Criticality
How critical is the service of this asset?
0 (noncritical) —10 (critical)
Performance
What level ofperformance is it
providing?
New to unserviceable (on a
scale of 0 to 5)
Impact of
Failure
Is there a process, environmental, or
safety issue?
0 (no issue) - 3 (significant)
or each im act category
Capacity
Is it capable of meeting system needs?
Undersized — Oversized
Remaining Life
How much of its design life is used up?
Percentage from 0 to 100%
Redundancy
Does the component have a back up?
From 0 (no back up) to
200%
d. Staffing and Equipment
The Town of Old Fort has staff trained for sewer cleaning, inspection and assessment, and they
are deployed in 2 person crews at least once per year for cleaning. Inspection work is
coordinated with the Water and Sewer Department staff, with oversight from the Public Works
Director. The Water and Sewer Department Director works with the inspection crew on
assessing the condition of the collection system, using.
Approximately semi-annually, crews are assigned a specific area of the collection system with an
associated map and are responsible for cleaning all lines (or, in the case of preliminary
evaluation, determining if cleaning is needed) within the assigned area within the specified time
frame. Crews receive training on the use of equipment and how to address problems that might
be encountered while cleaning the collection system (roots, fats, oils and grease, and manhole
condition, including when to call in outside contract services.
Crews report back on a semi-annual basis on progress and problems including any C
inconsistencies between the map and the actual sewer lines which are noted and submitted with
14

their log to the Public Works Director for entry into the database and correction of mapping or
location errors. As the crews perform cleaning and evaluation, the long term cleaning schedule
for the entire sub -area is reviewed to determine if any lines designated for long term cleaning
need to be cleaned before the crew moves to a new area.
Cleaning crews perform manhole inspections during cleaning and approximately 20 manholes
are inspected in the average year.
The following equipment is available for cleaning:
A sewer jetting machine is used to clean most lines. Root saws are attached to the jetting
equipment and used as needed. Rodding equipment is used to remove blockages from lines.
Brush cutting equipment is used to clean easement lines that are difficult to access with the jet
equipment and lines that are difficult to traverse with large jet nozzles.
15

4. GRAVITY LINE PREVENTIVE MAINTENANCE
a. Fats, Oils and Grease (FOG)
Grease and grease -like products can significantly increase the likelihood of sewer overflows.
Grease can also cause blockages or aggravate blockages due to roots or structural deficiencies.
Restaurants, cafeterias, and other food service facilities, as well as industrial facilities, can
discharge grease as part of their normal sanitary flows that can lead, in time, to blockages,
backups and overflows. The discharge of fats, oils and grease (FOG) is regulated through our
Sewer Use Ordinance; however, backups can sometimes occur. Areas of the collection system
with known grease problems are inspected more often than other areas.
The Town of Old Fort routinely assesses the occurrence of greases in the collection Most
blockages are found to occur in the commercial district, and where school discharges occur.
Although commercial facilities account for a high percentage of the grease blockages, they are
not the only contributors of grease to the collection system, as residential areas, in general, also
contribute grease to the system. The Town's grease awareness program includes education for
commercial/industrial facilities, and for schools and residents.
The Town attorney has reviewed the existing sewer use ordinance and found that it grants
authority to the Town to regulate discharges to the sewer system, including grease. Old Fort's
sewer use ordinance prohibits discharges of grease and other substances to the collection system
at levels that interfere with the operation of the system. The ordinance also authorizes inspection
of facilities during normal business hours.
The Town of Old Fort has enacted a policy and procedures requiring commercial and industrial
grease generating facilities to install and maintain a grease interceptor or automatic grease
removal devices, and maintain records of maintenance and operation. The policy also includes
annual inspections of such devices conducted by the Public Works Staff. If the grease
interceptor has not been maintained (with documented removal of accumulated grease and
cleaning), has been bypassed, or if significant grease is discovered within the service connection,
the Town of Old Fort will issue a letter to the owner giving notice of the ordinance/policy non-
compliance and requiring action be taken to prevent further discharge of grease into the system.
b. Root Control
The Town of Old Fort currently uses mechanical root removal for sewer lines with chronic root
problems. Root saw attachments are standard equipment on cleaning trucks. When a crew
encounters roots during routine cleaning, a hydraulic saw is attached to the jetter and used to out
and remove the roots. The severity of the problem is recorded on the daily log, and if necessary,
the pipe section is placed on the list for priority cleaning.
Cutting a tree's roots is like pruning the tree, and stimulates root growth into the system.
Consequently, mechanical treatment must be repeated every year or two, which is factored into
the cleaning schedules. Root control is also a major part of easement maintenance.
c. Service Laterals
While the Town of Old Fort maintains service laterals from the property line to the sewer main
(portions in the public right-of-way), the service lateral from the building to the property line is
16
C

the owner's responsibility. The Town of Old Fort will repair laterals that are located in the public
right-of-way when responding to service complaints. If a complaint is received and the Water
and Sewer Department field crew determines that the problem is limited to the section of the
lateral between the property line and the main, the "lower" lateral will be rodded out if needed
(at no cost to the customer) if a cleanout is available at the property line
If service lateral problems are found to be the result of blockage or a collapse in the portion of
the lateral under the property owner's responsibility, the field crew provides the property owner
with information of private sewer rodding companies in the immediate area..
5. EASEMENTS and PAVING: MAINTENANCE AND ACCESS
a. Maintenance of Right of Way and Easements
Easements give the Town of Old Fort the right to install and maintain sewer and water facilities
on property not owned by the the Town. Easements in Old Fort are usually no more than 30 feet
wide, but can ran from a lot width feet to several hundred feet in length. Easements are recorded
as deed records that are accessed through McDowell County's Registry of Deeds.
Easements are important for the Town's ability to operate and maintain the sanitary sewer
collection system. Old Fort's goal is that all easements remain clear of any fences, buildings,
gardens, trees, shrubs and extensive landscaping, to allow equipment access for maintenance of
the collection system. The Town of Old Fort is not liable to repair or replace any such items that
are removed in the process of completing repairs or maintenance on the collection system. Crews
Care, however, instructed to work with the property owner whenever possible.
Maintenance of easements is accomplished in various ways. Easements on privately -owned
parcels are often maintained by the owner. The County Building Inspector refers construction
questions as they arise, to the Town's Water and Sewer Department. Easements on public land
are maintained by the entity responsible for property upkeep. Manholes in easements are
inspected as part of the Town's ongoing preventive maintenance program.
The Town of Old fort has a program to identify manholes that have been paved over, or are on
department maps but not found in the field.
b. Street Paving Coordination
Old Fort's Water and Sewer Department is responsible for coordinating street resurfacing and
ensuring that all utilities are aware of scheduled resurfacing. A prioritized list of streets to be
paved in a particular fiscal year schedule is developed as part of the Town's Powell Bill
program. This list is distributed to the Water and Sewer Department to facilitate coordination of
all underground work. The Water and Sewer Department assesses the condition of its associated
infrastructure to determine where repairs may be necessary, and notifies the Town Board as to
which streets need underground infrastructure work completed prior to resurfacing.
As sewer lines are inspected and assessed under the Cleaning, Inspection and Assessment
program, repairs are scheduled in conjunction with the repaving schedule whenever possible.
Sometimes work is performed on a priority basis so that repairs are completed on the highest
priority street, working in coordination with the Town's paving schedule. In this case, the
Cleaning and Inspection schedules are modified to coordinate with the paving schedule. Upon
17

completion of the sewer repairs for an individual street, it is released to the Water and Sewer
Department Director for resurfacing.
During paving work, the Water and Sewer Department prepares manholes prior to the re -paving
of any street with sewer lines.
6. PUMP STATION/FORCE MAIN MAINTENANCE
The Town of Old Fort currently does not own or operates any wastewater pump stations.
However, this section of this O&M plan is included at this time so that any new pump stations
and force mains will be covered.
The performance of any pump stations will be monitored through daily inspections. During these
inspections, the Water and Sewer Department staff will review pump run hours, totalized flow,
wet well levels and alarms. Back-up generators will be exercised monthly. On an annual
schedule, the Water and Sewer Department staff will pump the wet wells, remove grease build
up, and calibrate the floats.
Inspection, maintenance and repairs will be recorded on the Water and Sewer Department
tracking system for each station. Logs will be maintained at the Town Hall. If a problem or
maintenance issue is encountered, personnel shall report it directly to the Water and Sewer
Department Director for resolution. Repairs are a higher priority than routine maintenance.
Manufacturer's Operation and Maintenance (O&M) manuals for equipment will be maintained at
the Town Hall..
Pump rebuilding, motor rewinds, and other repairs for the pump stations are contracted to a local
firm specifically engaged in this type of work. Repairs to motor control centers, flow meters,
remote monitoring equipment, valves, and macerators are typically repaired by local electricians
In general, any replacement parts that are difficult to acquire will be kept in stock by the Water
and Sewer Department; other parts are obtained from local vendors or the manufacturer's service
center. As pumps and other parts are replaced, Old Fort will make an effort to standardize
pumping station equipment as much as possible.
7. REACTIVE MAINTENANCE
This chapter outlines the process used by the Town of Old Fort to respond to non -overflow,
unplanned maintenance needs in its collection system. It also provides an overview of
responsibilities for emergency events. While Chapter 3 outlines Old Fort's preventive
maintenance and emergency response plan details the Town's response procedures for
emergency sewer overflows, this chapter is written to address those unscheduled maintenance
events that don't result in overflows or backups of sewage into basements.
The Sewer Overflow Response Plan is available at the Town Hall. Crews are trained on sewer
overflow emergency response as part of that plan.
Sewer Overflow Response - is always a priority situation, details are provided in Old Fort's
Sewer Overflow Response Plan (SORP).
W

Responsibilities for reactive maintenance are assigned by the Water and Sewer Department
Director based on level of priority for response as follows:
a. Corrective Maintenance
Most repair needs are identified while conducting routine maintenance, inspections and
assessments. Because there is such a wide range of potential unexpected events, it is not possible
to prescribe the appropriate repair for every possible scenario, The Town of Old Fort has
established a prioritization scheme for determining the timing of repairs. This is based on the
types of problems that have occurred in the collection system in the past or could occur in the
future. While this contingency analysis focuses on system upsets that would not result in
immediate sewer overflow, the response timing is based on the potential for a resulting sanitary
sewer overflow.
Low -risk items, such as light bulbs and small non -critical appurtenances, are planned for run -to -
failure, and as such, are not part of the PM Program. These items are replaced when they fail.
When assets critical to the process fail, they are scheduled for corrective maintenance either on
an urgent or routine schedule. Some of these repairs are handled under the operations and
maintenance account, and some must be put in as capital improvements as part of the Town's
asset management activities depending on asset cost and life expectancy.
Corrective maintenance repairs include (but are not limited to):
• cleaning to eliminate flow problems that are noted during inspections
• spot repair or replacement of a pipe that shows signs of deterioration
• replacing a rattling or failed manhole cover
• responding to, investigating and mitigating customer complaints
• repairing system parts subject to vandalism
b. Scheduling
Scheduling of repairs runs the range from repairing components found to be in substandard
condition during inspection, to major, capital -intensive, repair projects, such as a manhole -to -
manhole pipe replacement or rehabilitation. An emergency, however, always supersedes
scheduled maintenance. Major replacement or rehab may be capitalized outside of the annual
operating budget grants and/or loans are available.
c. Complaint Response
The Water and Sewer Department is responsible for responding to sewer service complaints.
Complaints are generally related to sewer stoppages, overflows, or odors. Response is performed
by the Water and Sewer Department staff during work hours and by the same staff during off
work hours.
Complaint response includes both assessing the complaint and resolving the problem. The
majority of complaints are related to stoppages in lateral lines. During work hours, a cleaning
crew is diverted to remove stoppages if the stoppage is found to be on public property. During
non -work hours, a cleaning crew is diverted to remove stoppages if the stoppage is found to be
on public property. If stoppages are on private property, the customer is advised to contact a
local plumber.
19

8. EQUIPMENT AND TOOL INYENTORY
a. Essential Day -to -Day Items
The Town of Old Fort provides operations and maintenance crews with the essential work
related items they use on a day-to-day routine basis. Should new or replacement equipment or
tools be needed, the crew leader notifies the Water and Sewer Department Director. The Director
will issue the crew leader stocked items. For non -stocked items, the Director advises the crew
leader of a local vendor and requests a purchase order for the needed item(s). The crew leader
will then procure the requested items through the local vendor in an "in -stock" format.
b. Spare Equipment and Tools
The Town of Old Fort keeps a limited supply of spare equipment and tools for personnel. In lieu
of maintaining a full supply of spare equipment and tools for personnel, the Town of Old Fort
has an annual "supply bid" for essential common equipment and tools. This bid requires the
vendor to maintain "in -stock" items listed in the annual bid, and the vendor must have a local
storefront for item pick-up. Non -bid equipment and tools can be purchased in amounts up to
$500 dollars.
The large equipment and tools needed for certain tasks may be obtained through current rental
contracts or purchased Town Board approval for permanent acquisition of the item.
An inventory of the equipment and tools used by Town of Old Fort to maintain the wastewater
collection system is maintained at the Town Hall.
9. CAPACITY MANAGEMENT
The Town of Old Fort's collection system has not exceeded design capacity. However, sewer
pipes in the Red Town Area are undersized.
In light of capacity issues in the Red Town Area, the Town of Old Fort intends to apply for
CDBG funding to replace the undersized sewer lines with 8" sewer lines.
10. RESOURCES AND BUDGET
a. Budget Process
Old Fort's budget process complies with the mandated North Carolina Local Government
Commission budget cycle, which requires that the annual budget be completed by June 30`b of
each year. For the Collection System operations and maintenance budget, the process begins
with last year's numbers and projected needs for one or more years into the future.
The Water and Sewer Department works with the Town Board to prepare the new budget.
b. Rate Setting, Budgetary Policies and Financial History
The Town's rate -setting policies are based on the following principles:
1. Rates and fees will be based on the actual cost to deliver each service.
2. Current rates must be sufficient to cover current costs and to meet all bond covenants.
20

3. Rates will include funding for Capital Improvement Plan projects included in an annually
updated ten-year financial plan (both operating and capital).
4. Rate increases will be Implemented in a gradual and predictable manner, avoiding large one-
time rate increases.
Old Fort's Water and Sewer Department operates as an enterprise Fund. Old Fort's Sewer
revenue is generated from user fees, connection fees from new customers, pretreatment permits,
fines, interest earnings, and other miscellaneous income.
The Old Fort user charge has two components: an administrative service charge and a volume
charge based on monthly water usage. Old Fort's sewer system expenses included operation and
maintenance, debt service, and capital reserve fund replenishment.
c. Historical Rate Review
Old Fort's current sewer rate structure is based on metered water usage. Customers are billed
monthly for wastewater services based on 100 % of the metered water use. In addition to flow
charges, customers are also assessed a base charge to recover fixed costs. See Tables 10.1 and
10.2, for a summary of current user water and sewer rates.
Table 10.1. Current Sewer Use Fees
Residential/Commercial - In Town
$6.00
$4.39
Residential/Commercial — Out of Town
$6.00
$8.78
Industries — Up to 100,000 Gal/Month
$6.00
$4.39
Industries — Usage above 100,000 Gal/Mo
$4.00
Notes:
1. Minimum monthly charge is for all customers regardless of usage.
2. $/1000 gallons up to 100,000 gallons per month. $4.00/1000 gallons for all usage over 100,000 gal/month
Table 10.2. Current Water
Residential/Commercial - In Town $6.00 $3.47
Residential/Commercial — Out of Town $6.00 $6.93
Industries — Up to 100,000 Gal/Month $6.00 $3.47
Industries — Usage above 100,000 Gal/Mo $3.20
Notes:
1. Minimum monthly charge is for all customers regardless of usage.
2. $/1000 gallons up to 100,000 gallons per month. $3.20/1000 gallons for all usage over 100,000 galhnonth
21

d. Operating and Maintenance Expense
Estimated operating expenses for FY 2018-2019 totaled $377,707.. Operating and maintenance
expenses include:
• Employee salary and compensation
• Operating supplies
• Utilities
• Repair and maintenance
• Professional services
• Routine capital outlay
• Debt service expenses for repair and replacement
Current year and projected future expenses are shown in the Town's Sewer Asset Inventory and
Assessment Report to which this O&M Plan is attached.
Professional Services includes planning and engineering studies for replacement projects.
Contractor Services includes contractual work for cleaning sewer lines and manholes, CCTV,
and improvements to the collection system map.
Routine Capital Outlay includes items that are considered capital assets and are purchased from
annual operating revenue rather than through bonds or the capital reserve fund. Items, such as
vehicles, specialized maintenance equipment, pumps, motors, office equipment and other smaller
items.
Debt service is the annual principle and interest payments for bonds, loans and other fiduciary
instruments owed by the Town of Old Fort. The debt service supports capital improvement
projects. Old Fort's policy is to not accumulate a maximum debt greater than the percent of the
operating budget dictated by the NC Local Government Commission.
e. Capital Improvement Program Overview
The current Capital Improvement Plan (CIP) is part of long-term planning, and has been
established in the Town's 2018 Wastewater Asset Inventory and Assessment Report, to which
this O&M Plan is attached. The CIP also incorporates the Town's projected needs for
maintaining the integrity of the collection system and expanding sewer capacity to accommodate
growth when needed.
Capital projects have been evaluated in the Town's 2018 Wastewater Asset Inventory and
Assessment Report, to which this O&M Plan is attached
The Town of Old Fort has determined a number of projects in its Capital hnprovement Plan.
The Town of Old Fort has developed a ten-year CIP program that is updated annually. The CIP
describes each proposed project, the budgeted cost for the project and the financing source(s).
The current CIP will primarily be funded through the capital reserve fund and hopefully with
CDBG Grant Funds for the Red Town Area.
The capital reserve funds result from the balance of funds remaining after the payment of all
22

operating and maintenance, debt service and other expenses. The reserve funds are primarily
used for:
• Non -bond funded capital projects
• Additional funds for bonded projects
• Emergency repair and maintenance
f. Capital Improvement Plan
The Wastewater Asset Inventory and Assessment Report to which this O&M Plan is attached
includes the Town's current 10-Year CIP.
The total 10-Year CIP cost exceeds $ 925,000. .
1. Population Growth
The Town of Old Fort has been growing slowly for a number of years. In the 1990 census, the
population was 732. By 2010, the population had grown to 908, an average growth of 1.2 percent
per year. The long range population for Old Fort is expected to reach 944 through the year 2030.
2. Capacity and Fees
The Town's wastewater treatment plant has a capacity of 500,000 gallons per day (GPD). This
service capacity includes current average sewer demands of 0.1642 MGD. Therefore, the Town
has an excellent wastewater treatment reserve capacity.
Based on the expected population growth of Old Fort and the use of reserve funds for capital
improvements, the sewer fees are expected to remain level for the next 10 years.
3. Capital Facilities Projects and Financing. The total cost of the planned capital projects during
the next 10-year period is $925,000. The proposed projects and the annual cost of those projects are
noted in the 2018 Wastewater Asset Inventory and Assessment Report to which this O&M Plan is
attached,
11. SEWER SYSTEM PREVENTIVE MAINTENANCE PLAN UPDATES
a. Plan Update Process
The Town of Old Fort completes an annual review of its Preventive Maintenance program during
the budget preparation process. This process general begins in January to February each year and
is completed by June 30a' each year. The review will consider the progress that has been made in
developing and implementing our CIP, the results of our monitoring program described in
Section b, below, and will incorporate updates to this Plan including:
• Changes to organizational structure, information management, contacts, and system
maps,
• Changes to information on the collection system, such as the size and age of pipes, to
incorporate information on repairs completed during the year,
• Incorporation of successful cleaning, inspection and assessment program improvements
during the past year,
• Changes to our Sewer Use Ordinance,
23

• Updates as the Town evaluates its collection system capacity,
• Budget and Capital Planning updates,
The sewer inspection history of specific segments of pipe was conducted in 201 S. The data
generated from that inspection was used to develop condition ratings. Those condition ratings
were used in prioritizing future sewer rehabilitation projects contained in the CIP.
b. Monitoring, Measurement, and Program Modifications
The Old Fort Water and Sewer Department maintains complaint and blockage records in a log at
the Town Hall. The Town also maintains records of cleaning and other preventive maintenance
activities, and records problems (e.g., excessive debris, observed manhole defects) identified
through regular sewer maintenance activities the same log book.
The sewer inventory, mapping and maintenance database, completed in 2018, will be used to
track problems to any sewer segment in the sanitary sewer system. Specifically, the Town
currently tracks the following parameters with which to measure the effectiveness in reducing
SSOs and meeting set goals.
• Number of SSOs per year
• Volume of SSOs per year
• Number of dry weather SSOs per year
• Number of SSOs per year by cause (e.g., roots, grease, pipe failure, I/I, pump failure or
other deficiency, etc.)
• Response time to SSOs and other service calls (time from call received to first responder
arriving on site)
• Length of gravity sewers cleaned annually
• Actual versus scheduled cleaning dates for gravity sewers
• Length of gravity sewers CCTV inspected annually
• Percent of system rehabilitated (repaired or upgraded) each year
• Improvements in capacity due to reductions in 1/I
• Safety history/incidents
This information will be assessed and reported to the Town Board of Commissioners during the
annual budget process.
24

ROY COOPER
60r0rA0r
MICHAEL S. PECAN
LINDA CULPEPPER
Drmdar
Certified Mail # 7017 1070 0000 1776 0503
Return Receipt Requested
Rick Hensley
Town of Old Fort
38 Catawba Ave
Old Fort, NC 28762-0520
SUBJECT: NOTICE OF VIOLATION
Tracking Number: NOV-2019-PC-0504
Permit No. NCO021229
Old Fort WWTP
McDowell County
Dear Permittee:
5E"1TF4
NORTH CAPOLINA
Environmental Quality
July 09, 2019
The North Carolina Division of Water Resources conducted an inspection of the Old Fort WWTP on July 2,
2019. This inspection was conducted to verify that the facility is operating in compliance with the conditions and
limitations specified in NPDES WW Permit No. NC0021229. A summary of the findings and comments noted
during the inspection are provided in the enclosed copy of the inspection report.
The Compliance Evaluation inspection was conducted by Division of Water Resources staff from the Asheville
Regional Office. The following violation(s) were noted during the inspection:
Inspection Area Description of Violation
Secondary Clarifier 3 of 4 Clarifiers Non -Operational
Aeration Basins Splitter Box to Clarifiers Non -Operational
In addition, the issues below must also be addressed:
• The EQ basin diffuser piping appears to have reached the end of its design life and should be evaluated for
replacement.
• While Aeration Basin 1 is operating adequately, the floating aerators appear to have reached the end of their
design life and should be evaluated for replacement. Aeration Basin 2 is not operated as the ORC states the
capacity is not needed. Additionally, the facility should maintain at least one backup aerator.
�_F
NarthCarolina DepartrrentofErMronmentslQuality I DiNsionofWater Resources
,Asheville Regional Office 12090 U.5.70 if imay I Sw nanoa, North Camiina 23773

Remedial actions should have already been taken to correct this problem and prevent further occurrences in the
future. The Division of Water Resources may pursue enforcement action for this and any additional violations of
State law.
To prevent further action, please respond in writing to this office within 15 days upon your receipt of this Notice
of Violation regarding your plans or measures to be taken to address the indicated violations and other identified
issues, if applicable.
If you should have any questions, please do not hesitate to contact Timothy Heim with the Water Quality
Regional Operations Section in the Asheville Regional Office at 828-296-4500.
Sincerely,
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office
Division of Water Resources, NCDEQ
ATTACHMENTS
Ec: WQS-ARO Server
LF
G:\WR\WQ\Mcdowell\Wastewater\Municipal\Old Fort WWTP 21229\Inspections\2019 CEI (Non-Compliant)\20190709_NC0021229_CEI NOV Ltr.Docx
r Nov DEro rs�epartmentofEnvironmental Quairty I MV.strrofWater Resources
Rsh�v..e k-gn r.a. Off:ce c'b9b V.S. 74 Hghwa}• I Swanresnoe, North Ca wina 23773
.r'w'w""'-"• 925296-4500

DocuSign Envelope ID: 16E1 D4B8-2E74-46AE-BD4C-3F6F3CDD9B56
ROY COOPER ,
Goweraor
K41CHAEL & REGAN
5errefury
LINDA GULPEPPER NORTH CAROLINA
brw r €rRrirunmenta1QW tY
Certified Mail # 7017 1070 0000 1776 0503
Return Receipt Requested
July 09, 2019
Rick Hensley
Town of Old Fort
38 Catawba Ave
Old Fort, NC 28762-0520
SUBJECT: NOTICE OF VIOLATION
Tracking Number: NOV-2019-PC-0504
Permit No. NCO021229
Old Fort WWTP
McDowell County
Dear Permittee:
The North Carolina Division of Water Resources conducted an inspection of the Old Fort WWTP on July 2,
2019. This inspection was conducted to verify that the facility is operating in compliance with the conditions and
limitations specified in NPDES WW Permit No. NC0021229. A summary of the findings and comments noted
during the inspection are provided in the enclosed copy of the inspection report.
The Compliance Evaluation inspection was conducted by Division of Water Resources staff from the Asheville
Regional Office. The following violation(s) were noted during the inspection:
Inspection Area Description of Violation
Secondary Clarifier 3 of 4 Clarifiers Non -Operational
Aeration Basins Splitter Box to Clarifiers Non -Operational
In addition, the issues below must also be addressed:
• The EQ basin diffuser piping appears to have reached the end of its design life and should be evaluated for
replacement.
While Aeration Basin 1 is operating adequately, the floating aerators appear to have reached the end of their
design life and should be evaluated for replacement. Aeration Basin 2 is not operated as the ORC states the
capacity is not needed. Additionally, the facility should maintain at least one backup aerator.
N"NCaroiinaDepart n+entofEovironmentalQuality 10MsionofWateTResouries
Ashevil ie Regional Office 1 2090 U.S_ 70 if� imay I Sw nsmoa, North CamZn 23773
'� 32S 296-0500

DocuSign Envelope ID: 16E1 D4B8-2E74-46AE-BD4C-3F6F3CDD9B56
Remedial actions should have already been taken to correct this problem and prevent further occurrences in the
future. The Division of Water Resources may pursue enforcement action for this and any additional violations of
State law.
To prevent further action, please respond in writing to this office within 15 days upon your receipt of this Notice
of Violation regarding your plans or measures to be taken to address the indicated violations and other identified
issues, if applicable.
If you should have any questions, please do not hesitate to contact Timothy Heim with the Water Quality
Regional Operations Section in the Asheville Regional Office at 828-296-4500.
Sincerely,
DocuSigned by:
r-� 7E617A38285848C...
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office
Division of Water Resources, NCDEQ
ATTACHMENTS
Ec: WQS-ARO Server
LF
G:\WR\WQ\Mcdowell\Wastewater\Municipal\Old Fort WWTP 21229\Inspections\2019 CEI (Non -Compliant)\20190709_NC0021229_CEI NOV Ltr.Docx
r Nov DEro rsDepartmentofEnvironmental Quslrty I DivistrkofWaterResources
Ash�we kagnns.Off:ce 1 2090 V.S. 70Hthwsy I Sw nsnos, North Can:iva 23773
923296-4500

DocuSign Envelope ID: 16E1 D4B8-2E74-46AE-BD4C-3F6F3CDD9B56
United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 IN I 2 IF I 3 I NC0021229 111 12 I 19/07/02 I17
18 I S J 19 L G] 201 I
211111 I I I I I I II I I I I I I I I I I I I I I I I I
I I I I I I II I I I I I f6
Inspection
Work Days Facility Self -Monitoring Evaluation Rating 131 QA
---------------------- Reserved -------------------
671
70 I I 71 I I 72 I r I
u I�
73 I I 174 751 I I I I I I I80
I I i
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES oermit Number)
08:30AM 19/07/02
17/06/01
Old Fort WWTP
Catawba Ave US Hwy 70
Exit Time/Date
Permit Expiration Date
Old Fort NC 28762
12:OOPM 19/07/02
20/01/31
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Anthony Glenn West/ORC/828-668-4561/
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Rick Hensley,38 Catawba Ave Old Fort NC
287620520/Mayor/828-668-4244/8286682007 Yes
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Operations & Maintenance 0 Pollution Prevention 0 Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers
Date
Timothy H Heim ARO WQ//828-296-4665/
ho sg eer
iw 6 Ci 6" 1
1
7/9/2019
g826„85A3CA4t8_.
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers
Date
0 Sig— by
7/9/2019
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page#

DocuSign Envelope ID: 16E1 D4B8-2E74-46AE-BD4C-3F6F3CDD9B56
NPDES yr/mo/day Inspection Type (Cont.)
NCO021229 I11 121 19/07/02 117 18 ICI
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Tim Heim of the Asheville Regional Office performed a routine Compliance Evaluation Inspection of the
facility on July 2, 2019. Tony West (ORC) assisted with the records review and facility inspection.
The following items are non -compliant with NPDES Permit NC0021229:
The splitter box between the aeration basins and secondary clarifiers is non -operable. This is a critical
piece of equipment for plant operations and redundancy.
Of the 4 clarifiers listed in the permit, 1 is completely decommissioned (likely un-repairable) and 2 are
non -operable and require significant maintenance. At least one additional clarifier should be restored to
operating condition as soon as is practicable to provide redundancy. While it is recognized that the
facility experiences significantly reduced flow due to loss of industry, the permit description of the
facility should be revised to include only the number of clarifiers that will be operated.
In addition, the following items of significance were noted during the inspection and should be
addressed:
The EQ basin diffuser piping appears to have reached the end of its design life and should be
evaluated for replacement.
While Aeration Basin 1 is operating adequately, the floating aerators appear to have reached the end of
their design life and should be evaluated for replacement. Aeration Basin 2 is not operated as the ORC
states the capacity is not needed. Additionally, the facility should maintain at least one backup aerator.
Page#

DocuSign Envelope ID: 16E1 D4B8-2E74-46AE-BD4C-3F6F3CDD9B56
Permit: NCO021229 Owner - Facility: Old Fort WWTP
Inspection Date: 07/02/2019 Inspection Type: Compliance Evaluation
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? 0 ❑ ❑ ❑
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable ❑ ❑ ❑
Solids, pH, DO, Sludge Judge, and other that are applicable?
Comment: The facility was generally clean and well organized at the time of the inspection.
Bar Screens
Yes No NA NE
Type of bar screen
a.Manual
❑
b.Mechanical
Are the bars adequately screening debris?
0
❑
❑
❑
Is the screen free of excessive debris?
0
❑
❑
❑
Is disposal of screening in compliance?
0
❑
❑
❑
Is the unit in good condition?
0
❑
❑
❑
Comment:
Pump Station - Influent
Yes No NA NE
Is the pump wet well free of bypass lines or structures?
0
❑
❑
❑
Is the wet well free of excessive grease?
0
❑
❑
❑
Are all pumps present?
0
❑
❑
❑
Are all pumps operable?
0
❑
❑
❑
Are float controls operable?
0
❑
❑
❑
Is SCADA telemetry available and operational?
0
❑
❑
❑
Is audible and visual alarm available and operational?
0
❑
❑
❑
Comment:
Secondary Clarifier
Yes No NA NE
Is the clarifier free of black and odorous wastewater?
0
❑
❑
❑
Is the site free of excessive buildup of solids in center well of circular clarifier?
0
❑
❑
❑
Are weirs level?
0
❑
❑
❑
Is the site free of weir blockage?
0
❑
❑
❑
Is the site free of evidence of short-circuiting?
0
❑
❑
❑
Is scum removal adequate?
0
❑
❑
❑
Is the site free of excessive floating sludge?
0
❑
❑
❑
Page# 3

DocuSign Envelope ID: 16E1 D4B8-2E74-46AE-BD4C-3F6F3CDD9B56
Permit: NCO021229 Owner - Facility:
Inspection Date: 07/02/2019 Inspection Type:
Old Fort WWTP
Compliance Evaluation
Secondary Clarifier
Yes No NA NE
Is the drive unit operational?
0
❑
❑
❑
Is the return rate acceptable (low turbulence)?
0
❑
❑
❑
Is the overflow clear of excessive solids/pin floc?
0
❑
❑
❑
Is the sludge blanket level acceptable? (Approximately'/ of the sidewall depth)
0
❑
❑
❑
Comment: The above pertain only to the sinale operatina clarifier. Of the 4 clarifiers listed in the Dermit
1 is completely decommissioned (likely un-repairable) and 2 are non -operable and require
significant maintenance. At least one additional clarifier should be restored to operating
condition as soon as is practicable to provide redundancy. While it is recognized that the
facility experiences significantly reduced flow due to loss of industry, the permit description
of the facility should be revised to include only the number of clarifiers that will be operated.
Equalization Basins
Is the basin aerated?
Is the basin free of bypass lines or structures to the natural environment?
Is the basin free of excessive grease?
Are all pumps present?
Are all pumps operable?
Are float controls operable?
Are audible and visual alarms operable?
# Is basin size/volume adequate?
Yes No NA NE
■ ❑ ❑ ❑
■ ❑ ❑ ❑
• ❑ ❑ ❑
• ❑ ❑ ❑
■ ❑ ❑ ❑
■ ❑ ❑ ❑
• ❑ ❑ ❑
• ❑ ❑ ❑
Comment: The EQ basin diffuser piping appears to have reached the end of its design life and should
be evaluated for replacement.
Aeration Basins Yes No NA NE
Mode of operation Ext. Air
Type of aeration system
Surface
Is the basin free of dead spots?
E
❑
❑
❑
Are surface aerators and mixers operational?
0
❑
❑
❑
Are the diffusers operational?
❑
❑
0
❑
Is the foam the proper color for the treatment process?
0
❑
❑
❑
Does the foam cover less than 25% of the basin's surface?
0
❑
❑
❑
Is the DO level acceptable?
❑
❑
❑
Is the DO level acceptable?(1.0 to 3.0 mg/1)
❑
❑
❑
Page# 4

DocuSign Envelope ID: 16E1 D4B8-2E74-46AE-BD4C-3F6F3CDD9B56
Permit: NCO021229 Owner - Facility: Old Fort WWTP
Inspection Date: 07/02/2019 Inspection Type: Compliance Evaluation
Aeration Basins
Yes No NA NE
Comment: While Aeration Basin 1 is ODeratina adeauately. the floatina aerators appear to have reached
the end of their design life and should be evaluated for replacement. Aeration Basin 2 is not
operated as the ORC states the capacity is not needed. Additionally, the facility should
maintain at least one backup aerator.
The ORC stated that the splitter box between the aeration basins and secondary clarifiers is
non -operable. This is a critical piece of equipment for plant redundancy and should be
repaired.
Disinfection -Liquid Yes No NA NE
Is there adequate reserve supply of disinfectant?
0
❑
❑
❑
(Sodium Hypochlorite) Is pump feed system operational?
0
❑
❑
❑
Is bulk storage tank containment area adequate? (free of leaks/open drains)
0
❑
❑
❑
Is the level of chlorine residual acceptable?
❑
❑
❑
Is the contact chamber free of growth, or sludge buildup?
0
❑
❑
❑
Is there chlorine residual prior to de -chlorination?
❑
❑
❑
Comment:
Page# 5

DWR Incident Report
Report Number : 201700856
Division of Water Resources
Incident Type :
Bypass
Category
Incident
Incident Started :
05/13/2017
Country :
McDowell
City:
Old Fort
Farm #
Responsible Party
Owner:
Town of Old Fort
Permit :
NCO021229
Facility :
Old Fort WWTP
First Name :
Rick
Middle Name:
Last Name :
Hensley
Address :
38 Catawba Ave
City/State/Zip :
Old Fort NC 287620520
Phone:
Material Category:
Estimated Qty: UOM:
DD:MM:SS Decimal
Latitude
Longtitude
Location of Incident
: Bypass occurred at headworks.
Address :
City/State/Zip :
Old Fort
On -Site Contact :
First/Mid/Last Name
Company Name:
Phone :
Pager/Mobile Phone
Reported By :
First/Mid/Last Name
Company Name:
Address :
City/State/Zip
Phone
Page/Mobile Phone :
Chemical Name
Position Method :
Position Accuracy
Position Datum :
Anthony Glenn West
Reportable Qty.lbs. Reportable Qty.kgs.
Report Created 5/15/17 2:12 pm Page: 1

Cause/Observation : Directions :
Action Taken : Comments:
Bypass occurred at headworks of plant. ORC estimated incident
lasted for 8 hours. Bypass was due to a tripped GFCI which disabled
the pump. ORC reset GFCI and site was cleaned.
Incident Questions :
Did the Material reach the surface Water? No
Surface Water Name ?
Did the Spill result in a Fish Kill? No
If the Spill was from a storage tank indicate type
Containment? Unknown
Cleanup Complete? Unknown
Water Supply Wells within 1500ft : Unknown
Other (Please explain
in Part II)
Event Type
Referred to Regional Office - Primary Contact
Report Entered
Report Received
SSO 24-hr Reported start
Conveyance:
Event Date
2017/05/14 5:10:04
2017/05/14 11:30:00
2017/05/13 11:00:00
Estimated Number of fish?
(Above Ground or Under Ground)
Groundwater Impacted : Unknown
Due Date
Comment
Report Created 5/15/17 2:12 pm Page: 2

Standard Agencies Notified :
Agency Name Phone
First Name
M.I. Last Name
Contact Date
Other Agencies Notified :
Agency Name Phone
DWQ Information :
Report Taken By:
Mikal Willmer
Phone:
Date/Time: 2017/05/ 14 11: 30:OOAM
Referred Via:
Did DWQ request an additional written report?
If yes, What additional information is needed?
First Name
M.I. Last Name
Report Entered By:
Mikal Willmer
2017/05/14 05:10:04PM
Contact Date
Regional Contact:
Daniel J Boss
Report Created 5/15/17 2:12 pm Page: 3

May 31 18 12:57p Town Of Old Fort 828-668-4561 PA
FAX X C E R S
FAX -3
A T rN L - i,,j DA- LJ) c, c,
SUB37-C"' —71A) C
SEND ER V/j
?PAGES
_K
I

May 31 18 12:57p Town Of Old Fort
828-668-4561 p.2
North Carolina Department of Environment Quality
Division of Water Resources
rint or Type
Permittee: 70t-JA3 OF OLD hM?
Facility Name: OLJ) rLA?--7 WW `P
Incident Number: a 01 ?0 vS L )
Incident Started: Date: O IT- 3v--I
Incident Ended: Date: 0 7 3 i
Level of Treatment:
Permit Number: N) C-00 a 1,2 � 9
County: A4"lbo i.J a �
Time: 01: of 4A
Time: 07:00 !VA'
❑None ❑Primary Treatment XSecondary Treatment ❑Chlorination/Disinfection Only
Estimated Volume of Spill/Bypass: 37 S, 000 (must be given even if it is a rough estimate)
If yes, please list the following:
Volume Reaching Surface Waters: 3 OJ, 0 OfJ Surface Water Name: C+'f2'f S C¢% IG
Did the Spill/Bypass result in a Fish Kill? ❑Yes 1911
Was WWTP compliant with permit requirements? O i eS ❑No
Were samples taken during event? ❑Yes jC No
Specific area of the Upset/Spill/Bypass (Location or Treatment Unit):
O1{2t2-57LcXJ AT i3AR5C►-CYA) SL)i`D1n%G /yr10 MPrNNvt c' livttt%YJi/]7cl ?
v P S tPrAAt FPCOAa W 7 f P
Cause or Reason for the Upset/Spill/Bypass
l�eiarfLSv�G� ul L1Gr#�FNiJL� >3N2r�iYJ 1=USG.5 iWa 2-RecAL0 PA)
INr-LJCh%7 PJMP COA-7j°JL5, P✓"^P-S WJi1 -a7 n707 I�i7^),
Describe the Repairs Made or Actions Taken:
RC-PL'�-Ci d-n 4- 12 rLrry 5 ,
Action Taken to Contain Spill Clean Up and Remediate the Site (if applicable):
GIM C7N . — Ani g-
Action Taken or Po osedtobe Iakentorrevem uccurrerices. 7/GISuvuASCkC✓I pM n1 T
Ii1�A1 N5w;yfi ChPA13tLI °`j
wtJrjl(va L yr �U�)7 w�t� We`d (,J�rti w�Th✓tJvus�i.
i J CJ+J7.4-�7 }�"cY� S v!i1 H dL
Additional Comments About the Event:
24-Hour Report Made To: ?Division of Water Resources ❑ Emergency Management
Contact Name: kLn w %A1 ECtf+tL� LWJA Qi&65Date: 5--3v-1 $ Time: 10:0J 4 ^
Other Agencies Notified (Health Dept, etc): )ZM)7' rf�.1yLW /20P ,?FDf?01 M P9vJj'4,
116Az'0 Di P-T. J W L VS w bm /Cw iJ O-w >

May 31 18 12:58p Town Of Old Fort 828-668-4561 p.3
North Carolina Department of Environment Quality
Person Reporting Event: /f7N7 Wzs-7 Phone Number: $Zfr-G�� uSbl �sZrs Lrrt2-
Did DWR Request an Additional Written Report? []Yes f]No 23 4 3
If Yes, What Additional Information is Needed:
As a representative for the responsible party, / certify that the information contained in this report is
true and accurate to the best of my knowledge.
Person Submitting Claim: /0'UL, t'J 5-r
Signature , Title: %t W 10 6RC
Telephone:
�FZss -&&&-- L)i-W
�2s - ��yz -234-3

May 31 18 12:58p Town Of Old Fort
828-668-4561 p.4
N0=CAR01M
Order Confirmation
Order# 0000468926
COMMUNITY NmPAPERs
Client: TOWN OF OLD FORT
Payor Customer: TOWN OF OLD FORT
Client Phone: [phone]
Payor Phone [phone]
Account#: 3421076
Address:
38 CATAWBA AVENUE
OLD FORT NC 28762
Fax:
Ell
Total Amount $75.60
Payment Amount $0.00
Amount Due
$75.60
Tax Amount:
0.00
Payment Method:
Invoice - Statement
Order Notes:
Invoice Text
Ad Number
Ad Type
0000468926-01
CLS Legal
Pick Up Number
Production Color
Payor Account: 3421075
Payor Address:
38 CATAWBA AVENUE
OLD FORT NC 28762
Sales Rep
Ordered By
aboan
Tony West
Status
Materials
Tear Sheets Proofs
Affidavits Blind Box
0 0
1
PO Number:
Ad Size Color
2 X 14 li $0.00
Production Method
AdBooker (liner)
Production Notes
Product and Zone Placement Position # Inserts
MAR McDowell News C-Legal Ads Legal Notices 1
Run Schedule Invoice Text: Notice of Discharge of Untreated Sewage The Town of Old
Run Dates 5/3112018
Product and Zone Placement Position #Inserts
NCC Online C-Legal Ads Legal Notices 1
Run Schedule Invoice Text: Notice of Discharge of Untreated Sewage The Town of Old
Run Dates 5/31/2018
Tant-ine-_ NOTICEOFDISCHARGEOFUNTREATEDSEWAGETHETOWNOFOLDFORTHA
DAD ISCHARGEOFUNTREATEDWASTEWATERFROM ITSWASTEWATERCO
LLECTIONSYSTEMATITSWASTEWATERTR
Ad Content Proof
Note: Ad size does not renectaausi ad
Nolice of Discharge of Untreated Sewage.
The Town of Old Fort had a discharge of untreated wastewater from its
wastewater collection system at its Wastewater Treatment Plant located
at 1174 East Main St in Old Fort, NC. The discharge occurred on May 30,
2018 for approximately 6 hours. The untreated wastewater entered Cur -
Us Creek in the Catawba River Basin. Pump controls were repaired and
placed back into service, stopping the discharge. This notice was re-
quired by North Carolina General Statutes Article 22, Chapter 143.215C.
For more information contact Tony West, Wastewater Supervisor at 828-
668-4561.
091301201910:45:13 am Page 1 of 1

May 31 18 12:58p Town Of Old Fort 828-668-4561 p.5
town of old fort press release
[e-mail] [[e-mail]]
Sent: 5/30/2018 11:36 AM
To: [e-mail], [e-mail]
This is notification required by NC Division of Water Resources within 24 hours. Thank you for your help. If you have
any questions, please contact me below.
Tony West
Town of Old Fort Water & Wastewater Treatment
38 Catawba Ave
Old Fort, NC 28762
W:828-668-4561
M: 828-442-2343
Attachments: ntntfcation of nischarge of Untreated 1Arastewater oressrelease.C5302018 docv
Copyright© 2003-2018. All rights reserved.

May 31 18 12:58p Town Of Old Fort 828-668-4561 p.6
town of old fort press release
[e-mail] [[e-mail]]
Sent: 5/302018 11:47 AM
To: [e-mail]
The attached press release is required by the NC Division of Water Resources within 24 hours. If you have any
questions, please contact me below. Thank you for your help.
Tony West
Town of Old Fort Water & Wastewater Treatment
38 Catawba Ave
Old Fort, NC 28762
W:828-668-4561
M:828-442-2343
Attachments: Notification of Discharge of Untreated Wastewater pressrelease 05302018 dccx
Copyright © 2003-2018. All rights reserved.

May 31 18 12:58p Town Of Old Fort 828-668-4561 p.7
Notification of Discharge of Untreated Wastewater
General Statute 143-215.1C requires that the owner or operator of any wastewater collection or
treatment works to issue a press release when an untreated wastewater discharge of 1000 gallons or
more reaches surface waters.
In accordance with that regulation, the following news release has been prepared and issued to media
in the affected county:
The Town of Old Fort had a discharge of untreated wastewater on May 30, 2018 of an estimated
375,000 gallons at the Old Fort Wastewater Treatment Plant, located at 1174 East Main St. in Old Fort.
The untreated wastewater was discharged into Curtis Creek in the Catawba River Basin.
The Division of Water Resources was notified of the event on May 30, 2018 and is reviewing the matter.
For more information, contact the Town of Old Fort t 828-668-4561.

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
December 11, 2013
Rick Hensley
Town of Old Fort
38 Catawba Ave.
Old Fort, NC 28762
SUBJECT: Compliance Evaluation Inspection
Old Fort WWTP
Permit No: NCO021229
McDowell County
Dear Mr. Hensley:
On November 14, 2013, I conducted a Compliance Evaluation Inspection at the Old Fort wastewater treatment
facility. The facility appeared to be in compliance with permit NC0021229. Please refer to the enclosed
inspection report for observations and comments.
Discussed during the inspection was a possible venture Old Fort is considering with a company called
Hydrotime. It is imperative that all regulatory requirements be considered and in place prior to this taking
place. If you or your staff have any questions, please call me at 828-296-4500.
Sincerely,
Linda Wiggs
Environmental Senior Specialist
Asheville Regional Office
Enc. Inspection Report
cc: Tony West, ORC (e-copy)
Central Files
Asheville Files
G:\WQ\SWP\McDowell\Wastewater\Municipal\Old Fort WWTP 21229\CEI.Nov2013.Ltr.doc
Water Quality Regional Operations — Asheville Regional Office
2090 U.S. Highway 70, Swannanoa, North Carolina 28778
Phone: [phone] FAX: [phone]
Internet: http://portal.ncdenr.org/web/wgtws
An Equal Opportunity \ Affirmative Action Employer

i
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ATTACHMENT A
Town of Old Fort
CASE NUMBER: LM-2006-0003
PERMIT: NCO021229 FACILITY: Old Fort WWTP COUNTY: McDowell REGION: Asheville
Limit Violations
MONITORING OUTFALL/ VIOLATION UNIT OF CALCULATED % OVER
PENALTY REPORT PPI LOCATION PARAMETER DATE FREQUENCY MEASURE LIMIT VALUE LIMIT VIOLATION TYPE
$.00
12-2005
001
Effluent
CYANIDE
12/27/05
Weekly
ug/I
22
23
4.55
Daily Maximum Exceeded
$250.00
12-2005
001
Effluent
CYANIDE
12/31/05
Weekly
ug/I
18
23
27.78
Weekly Average Exceeded
$.00
12-2005
001
Effluent
RES/TSS
12/03/05
3 X week
mg/I
45
49
8.89
Weekly Average Exceeded
$.00
12-2005
001
Effluent
RES/TSS
12/31/05
3 X week
mg/I
30
30.5
1.67
Monthly Average Exceeded
Monitorina
Violations
MONITORING
OUTFALL/
VIOLATION
UNIT OF
CALCULATED
% OVER
PENALTY
REPORT
PPI
LOCATION
PARAMETER
DATE
FREQUENCY
MEASURE
LIMIT
VALUE
LIMIT
VIOLATION TYPE
$.00
12-2005
001
Effluent
COPPER
12/31/05
2 X month
ug/I
Frequency Violation
$.00
12-2005
001
Effluent
ZINC
12/31/05
2 X month
ug/I
Frequency Violation

DWR
Division of Water Resources
Incident Report
Report Number : 201800821
Incident Type :
Bypass
On -Site Contact
Category
Incident
First/Mid/Last Name
Incident Started :
05/30/2018
Company Name
Country :
McDowell
Phone
City:
Old Fort
Pager/Mobile Phone
Farm # :
Responsible Party
Owner:
Town of Old Fort
Reported By
Permit :
NCO021229
First/Mid/Last Name : Anthony Glenn West
Facility :
Old Fort WWTP
Company Name
First Name :
Rick
Address
Middle Name:
Last Name :
Hensley
City/State/Zip
Address :
38 Catawba Ave
Phone
Page/Mobile Phone
City/State/Zip :
Old Fort
NC 287620520
Phone:
Material Category:
Estimated Qty: UOM: Chemical Name Reportable Qty.lbs. Reportable Qty.kgs.
DD:MM:SS
Decimal
Position Method
Latitude :
Position Accuracy
Longtitude :
Position Datum
Location of Incident
: Bar screen building and MH immediately up from WWTP
Address :
City/State/Zip :
Old Fort
Report Created 5/31/18 3:38 pm Page: 1

Cause/Observation : Directions :
Action Taken : Comments:
Email sent to Tony West from Linda Wiggs. Bypass stopped.
Incident Questions :
Did the Material reach the surface Water? Yes
Surface Water Name ? Curtis Creek
Did the Spill result in a Fish Kill? No
If the Spill was from a storage tank indicate type
Containment? Unknown
Cleanup Complete? Unknown
Water Supply Wells within 1500ft : Unknown
Did the Material reach the surface Water? Yes
Surface Water Name ? Curtis Creek
Did the Spill result in a Fish Kill? Unknown
If the Spill was from a storage tank indicate type
Containment? Unknown
Cleanup Complete? Unknown
Water Supply Wells within 1500ft : Unknown
Pump Station
Eauioment Failure
Conveyance:
Estimated Number of fish?
(Above Ground or Under Ground)
Groundwater Impacted : Unknown
Conveyance:
Estimated Number of fish?
(Above Ground or Under Ground)
Groundwater Impacted : Unknown
Report Created 5/31/18 3:38 pm Page: 2

Event Type
Event Date Due Date Comment
Requested Additional Information
Requested Additional Information
PR and PN issued
5-Day Report Signed
Referred to Regional Office - Primary Contact
5-Day Report Entered
2018/05/31
3:30:20
5-Day Report Received
2018/05/31
12:46:00
Report Entered
2018/05/30
11:12:00
Verbally Reported 24 on 5 Day
2018/05/30
10:00:00
Report Received
2018/05/30
9:37:00
Incident End
2018/05/30
7:00:00
Incident Start
2018/05/30
1:00:00
SSO 24-hr Reported start
2018/05/30
1:00:00
Public Notice Received
2018/05/30
12:00:00
Standard Agencies Notified
Agency Name Phone
First Name
M.I. Last Name Contact Date
Other Agencies Notified :
Agency Name Phone First Name M.I. Last Name Contact Date
DWQ Information
Report Taken By: Report Entered By: Regional Contact:
Report Created 5/31/18 3:38 pm Page: 3

Robert K Mitchell
Phone:
Date/Time: 2018/05/30 09:37:OOAM
Referred Via:
Did DWQ request an additional written report?
If yes, What additional information is needed?
Robert K Mitchell
2018/05/30 09:37:OOAM
Linda S Wiggs Linda S Wiggs
2018/05/30 11:12:OOAM
Linda S Wiggs Linda S Wiggs
2018/05/30 11:12:OOAM
Report Created 5/31/18 3:38 pm Page: 4

Incident Type :
Bypass
On -Site Contact
Category
Bypass 5 Day.
First/Mid/Last Name
Incident Started :
05/30/2018
Company Name
Country :
McDowell
Phone
City:
Old Fort
Pager/Mobile Phone
Farm # :
Responsible Party
Owner:
Town of Old Fort
Reported By
Permit :
NCO021229
First/Mid/Last Name : Anthony Glenn West
Facility:
Old Fort WWTP
Company Name
First Name :
Rick
Address
Middle Name:
Last Name :
Hensley
City/State/Zip
Address :
38 Catawba Ave
Phone
Page/Mobile Phone
City/State/Zip :
Old Fort NC 287620520
Phone:
Material Category:
Estimated Qty: UOM:
Chemical Name Reportable Qty.lbs. Reportable Qty.kgs.
DD:MM:SS Decimal
Position Method
Latitude :
Position Accuracy
Longtitude :
Position Datum
Location of Incident
: Bar screen building and MH immediately up from WWTP
Address :
City/State/Zip :
Old Fort
Report Created 5/31/18 3:38 pm Page: 5

Cause/Observation : Directions :
Action Taken : Comments:
Email sent to Tony West from Linda Wiggs. Bypass stopped.
Incident Questions :
Did the Material reach the surface Water? Yes
Surface Water Name ? Curtis Creek
Did the Spill result in a Fish Kill? No
If the Spill was from a storage tank indicate type
Containment? Unknown
Cleanup Complete? Unknown
Water Supply Wells within 1500ft : Unknown
Did the Material reach the surface Water? Yes
Surface Water Name ? Curtis Creek
Did the Spill result in a Fish Kill? Unknown
If the Spill was from a storage tank indicate type
Containment? Unknown
Cleanup Complete? Unknown
Water Supply Wells within 1500ft : Unknown
Pump Station
Eauioment Failure
Conveyance:
Estimated Number of fish?
(Above Ground or Under Ground)
Groundwater Impacted : Unknown
Conveyance:
Estimated Number of fish?
(Above Ground or Under Ground)
Groundwater Impacted : Unknown
Report Created 5/31/18 3:38 pm Page: 6

Event Type
Event Date Due Date Comment
Requested Additional Information
Requested Additional Information
PR and PN issued
5-Day Report Signed
Referred to Regional Office - Primary Contact
5-Day Report Entered
2018/05/31
3:30:20
5-Day Report Received
2018/05/31
12:46:00
Report Entered
2018/05/30
11:12:00
Verbally Reported 24 on 5 Day
2018/05/30
10:00:00
Report Received
2018/05/30
9:37:00
Incident End
2018/05/30
7:00:00
Incident Start
2018/05/30
1:00:00
SSO 24-hr Reported start
2018/05/30
1:00:00
Public Notice Received
2018/05/30
12:00:00
Standard Agencies Notified
Agency Name Phone
First Name
M.I. Last Name Contact Date
Other Agencies Notified :
Agency Name Phone First Name M.I. Last Name Contact Date
DWQ Information
Report Taken By: Report Entered By: Regional Contact:
Report Created 5/31/18 3:38 pm Page: 7

Robert K Mitchell
Phone:
Date/Time: 2018/05/30 09:37:OOAM
Referred Via:
Did DWQ request an additional written report?
If yes, What additional information is needed?
Robert K Mitchell
2018/05/30 09:37:OOAM
Linda S Wiggs Linda S Wiggs
2018/05/30 11:12:OOAM
Linda S Wiggs Linda S Wiggs
2018/05/30 11:12:OOAM
Report Created 5/31/18 3:38 pm Page: 8

DWR Incident Report
Report Number : 201800821
Division of Water Resources
Incident Type :
Bypass
Category
Incident
Incident Started :
05/30/2018
Country :
McDowell
City:
Old Fort
Farm #
Responsible Party
Owner:
Town of Old Fort
Permit :
NCO021229
Facility :
Old Fort WWTP
First Name :
Rick
Middle Name:
Last Name :
Hensley
Address :
38 Catawba Ave
City/State/Zip :
Old Fort NC 287620520
Phone:
Material Category:
Estimated Qty: UOM:
DD:MM:SS Decimal
Latitude
Longtitude
Location of Incident
Address :
City/State/Zip
Influent Pump Bar screen building
Old Fort
On -Site Contact :
First/Mid/Last Name
Company Name:
Phone :
Pager/Mobile Phone
Reported By :
First/Mid/Last Name
Company Name:
Address :
City/State/Zip
Phone
Page/Mobile Phone :
Chemical Name
Position Method :
Position Accuracy
Position Datum :
Anthony Glenn West
Reportable Qty.lbs. Reportable Qty.kgs.
Report Created 5/30/18 11:39 am Page: 1

Cause/Observation : Directions :
Action Taken : Comments:
Email sent to Tony West from Linda Wiggs. Bypass stopped.
Incident Questions :
Did the Material reach the surface Water?
Surface Water Name ? Curtis Creek
Yes
Did the Spill result in a Fish Kill? Unknown
If the Spill was from a storage tank indicate type
Containment? Unknown
Cleanup Complete? Unknown
Water Supply Wells within 1500ft : Unknown
Pump Station
Eouioment Failure
Event Type
Referred to Regional Office - Primary Contact
Report Entered
Report Received
SSO 24-hr Reported start
Conveyance:
Event Date
2018/05/30 11:12:05
2018/05/30 9:37:00
2018/05/30 1:00:00
Estimated Number of fish?
(Above Ground or Under Ground)
Groundwater Impacted : Unknown
Due Date
Comment
Report Created 5/30/18 11:39 am Page: 2

Standard Agencies Notified :
Agency Name Phone First Name M.I. Last Name Contact Date
Other Agencies Notified :
Agency Name Phone First Name M.I. Last Name Contact Date
DWQ Information
Report Taken By:
Robert K Mitchell
Phone:
Date/Time: 2018/05/30 09:37:OOAM
Referred Via:
Did DWQ request an additional written report?
If yes, What additional information is needed?
Report Entered By: Regional Contact:
Linda S Wiggs Linda S Wiggs
2018/05/30 11:12:05AM
Report Created 5/30/18 11:39 am Page: 3

DWR
Division of Water Resources
Incident Report
Report Number : 201800829
Incident Type :
Bypass
On -Site Contact
Category
Incident
First/Mid/Last Name
Incident Started :
05/31/2018
Company Name
Country :
McDowell
Phone
City:
Old Fort
Pager/Mobile Phone
Farm # :
Responsible Party
Owner:
Town of Old Fort
Reported By
Permit :
NCO021229
First/Mid/Last Name : Anthony Glenn West
Facility :
Old Fort WWTP
Company Name
First Name :
Rick
Address
Middle Name:
Last Name :
Hensley
City/State/Zip
Address :
38 Catawba Ave
Phone
Page/Mobile Phone
City/State/Zip :
Old Fort
NC 287620520
Phone:
Material Category:
Estimated Qty: UOM: Chemical Name Reportable Qty.lbs. Reportable Qty.kgs.
DD:MM:SS
Decimal
Position Method
Latitude :
Position Accuracy
Longtitude :
Position Datum :
Location of Incident
: Aeration basin overflowed to ground surface.All units downstream bypassed.
Address :
City/State/Zip :
Old Fort
Report Created 5/31/18 3:44 pm Page: 1

Cause/Observation : Directions :
Action Taken : Comments:
Incident Questions :
Did the Material reach the surface Water? No
Surface Water Name ?
Did the Spill result in a Fish Kill? No
If the Spill was from a storage tank indicate type
Containment? Unknown
Cleanup Complete? Unknown
Water Supply Wells within 1500ft : Unknown
Did the Material reach the surface Water? No
Surface Water Name ?
Did the Spill result in a Fish Kill? Unknown
If the Spill was from a storage tank indicate type
Containment? Unknown
Cleanup Complete? Unknown
Water Supply Wells within 1500ft : Unknown
Severe Natural
Condition
Conveyance:
Estimated Number of fish?
(Above Ground or Under Ground)
Groundwater Impacted : Unknown
Conveyance:
Estimated Number of fish?
(Above Ground or Under Ground)
Groundwater Impacted : Unknown
Report Created 5/31/18 3:44 pm Page: 2

Event Type
Event Date Due Date Comment
Public Notice Received
Requested Additional Information
Requested Additional Information
5-Day Report Signed
Referred to Regional Office - Primary Contact
5-Day Report Entered
2018/05/31
3:43:37
5-Day Report Received
2018/05/31
1:12:00
Report Entered
2018/05/31
8:33:52
Report Received
2018/05/31
8:30:00
Verbally Reported 24 on 5 Day
2018/05/31
8:30:00
Incident End
2018/05/31
6:00:00
Incident Start
2018/05/31
4:00:00
SSO 24-hr Reported start
2018/05/31
4:00:00
Standard Agencies Notified
Agency Name Phone
First Name
M.I. Last Name Contact Date
Other Agencies Notified :
Agency Name Phone First Name M.I. Last Name Contact Date
DWQ Information:
Report Taken By: Report Entered By: Regional Contact:
Timothy H Heim Timothy H Heim Daniel J Boss
Phone:
Date/Time: 2018/05/31 08:30:OOAM
Referred Via:
Did DWQ request an additional written report?
If yes, What additional information is needed?
2018/05/31 08:33:52AM
Report Created 5/31/18 3:44 pm Page: 3

Incident Type :
Bypass
On -Site Contact
Category
Bypass 5 Day.
First/Mid/Last Name
Incident Started :
05/31/2018
Company Name
Country :
McDowell
Phone
City:
Old Fort
Pager/Mobile Phone
Farm # :
Responsible Party
Owner:
Town of Old Fort
Reported By
Permit :
NCO021229
First/Mid/Last Name : Anthony Glenn West
Facility:
Old Fort WWTP
Company Name
First Name :
Rick
Address
Middle Name:
Last Name :
Hensley
City/State/Zip
Address :
38 Catawba Ave
Phone
Page/Mobile Phone
City/State/Zip :
Old Fort NC 287620520
Phone:
Material Category:
Estimated Qty: UOM:
Chemical Name Reportable Qty.lbs. Reportable Qty.kgs.
DD:MM:SS Decimal
Position Method
Latitude :
Position Accuracy
Longtitude :
Position Datum :
Location of Incident
: Aeration basin overflowed to ground surface.All units downstream bypassed.
Address :
City/State/Zip :
Old Fort
Report Created 5/31/18 3:44 pm Page: 4

Cause/Observation : Directions :
Action Taken : Comments:
Incident Questions :
Did the Material reach the surface Water? No
Surface Water Name ?
Did the Spill result in a Fish Kill? No
If the Spill was from a storage tank indicate type
Containment? Unknown
Cleanup Complete? Unknown
Water Supply Wells within 1500ft : Unknown
Did the Material reach the surface Water? No
Surface Water Name ?
Did the Spill result in a Fish Kill? Unknown
If the Spill was from a storage tank indicate type
Containment? Unknown
Cleanup Complete? Unknown
Water Supply Wells within 1500ft : Unknown
Severe Natural
Condition
Conveyance:
Estimated Number of fish?
(Above Ground or Under Ground)
Groundwater Impacted : Unknown
Conveyance:
Estimated Number of fish?
(Above Ground or Under Ground)
Groundwater Impacted : Unknown
Report Created 5/31/18 3:44 pm Page: 5

Event Type
Event Date Due Date Comment
Public Notice Received
Requested Additional Information
Requested Additional Information
5-Day Report Signed
Referred to Regional Office - Primary Contact
5-Day Report Entered
2018/05/31
3:43:37
5-Day Report Received
2018/05/31
1:12:00
Report Entered
2018/05/31
8:33:52
Report Received
2018/05/31
8:30:00
Verbally Reported 24 on 5 Day
2018/05/31
8:30:00
Incident End
2018/05/31
6:00:00
Incident Start
2018/05/31
4:00:00
SSO 24-hr Reported start
2018/05/31
4:00:00
Standard Agencies Notified
Agency Name Phone
First Name
M.I. Last Name Contact Date
Other Agencies Notified :
Agency Name Phone First Name M.I. Last Name Contact Date
DWQ Information:
Report Taken By: Report Entered By: Regional Contact:
Timothy H Heim Timothy H Heim Daniel J Boss
Phone:
Date/Time: 2018/05/31 08:30:OOAM
Referred Via:
Did DWQ request an additional written report?
If yes, What additional information is needed?
2018/05/31 08:33:52AM
Report Created 5/31/18 3:44 pm Page: 6

DWR
Division of Water Resources
Incident Report
Report Number : 201800829
Incident Type :
Bypass
On -Site Contact
Category
Incident
First/Mid/Last Name
Incident Started :
05/31/2018
Company Name
Country :
McDowell
Phone
City:
Old Fort
Pager/Mobile Phone
Farm # :
Responsible Party
Owner:
Town of Old Fort
Reported By
Permit :
NCO021229
First/Mid/Last Name : Anthony Glenn West
Facility :
Old Fort WWTP
Company Name
First Name :
Rick
Address
Middle Name:
Last Name :
Hensley
City/State/Zip
Address :
38 Catawba Ave
Phone
Page/Mobile Phone
City/State/Zip :
Old Fort
NC 287620520
Phone:
Material Category:
Estimated Qty: UOM: Chemical Name Reportable Qty.lbs. Reportable Qty.kgs.
DD:MM:SS
Decimal
Position Method
Latitude :
Position Accuracy
Longtitude :
Position Datum :
Location of Incident
: Aeration basin overflowed to ground surface.All units downstream bypassed.
Address :
City/State/Zip :
Old Fort
Report Created 5/31/18 3:20 pm Page: 1

Cause/Observation : Directions :
Action Taken : Comments:
Incident Questions :
Did the Material reach the surface Water?
Surface Water Name ?
No
Did the Spill result in a Fish Kill? Unknown
If the Spill was from a storage tank indicate type
Containment? Unknown
Cleanup Complete? Unknown
Water Supply Wells within 1500ft : Unknown
Severe Natural
Condition
Event Type
Referred to Regional Office - Primary Contact
Report Entered
Report Received
SSO 24-hr Reported start
Conveyance:
Event Date
2018/05/31 8:33:52
2018/05/31 8:30:00
2018/05/31 4:00:00
Estimated Number of fish?
(Above Ground or Under Ground)
Groundwater Impacted : Unknown
Due Date
Comment
Report Created 5/31/18 3:20 pm Page: 2

Standard Agencies Notified :
Agency Name Phone First Name M.I. Last Name Contact Date
Other Agencies Notified :
Agency Name Phone First Name M.I. Last Name Contact Date
DWQ Information :
Report Taken By: Report Entered By: Regional Contact:
Timothy H Heim Timothy H Heim Daniel J Boss
Phone:
Date/Time: 2018/05/31 08:30:OOAM 2018/05/31 08:33:52AM
Referred Via:
Did DWQ request an additional written report?
If yes, What additional information is needed?
Report Created 5/31/18 3:20 pm Page: 3

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 INI 2 1 51 31 NCO021229 111 121 08/12/02 117 18I S I 19I S I 201
I
Remarks
211 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 116
Inspection Work Days Facility Self -Monitoring Evaluation Rating 131 QA --------------------------- Reserved ----------------------
67 I 169 70131 711 I 721 N I 73I I 174 751 I I I I I I 180
I_I_I
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
09:00 AM 08/12/02
05/11/01
Old Fort WWTP
Exit Time/Date
Permit Expiration Date
Catawba Ave US Hwy 70
Old Fort NC 28762
10:45 AM 08/12/02
10/01/31
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Anthony Glenn West/ORC/828-668-4561/
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Garland Norton,38 Catawba Ave Old Fort NC 287620520//828-668-4244/8286682007 No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit 0 Flow Measurement Operations & Maintenance 0 Records/Reports
Self -Monitoring Program 0 Facility Site Review Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Jeff Menzel ARO WQ//828-296-4500/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
Roger C Edwards ARO WQ//828-296-4500/
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type
3I NCO021229 I11 12I 08/12/02 117 18I SI
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
The plant was in good order; Mr. West is doing an exceptional job at this facility. No violations of permit
requirements or applicable regulations were observed during this inspection.
Page # 2

Permit: NCO021229 Owner - Facility: Old Fort WWTP
Inspection Date: 12/02/2008 Inspection Type: Compliance Sampling
Permit
Yes
No
NA
NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application?
n
n
■
n
Is the facility as described in the permit?
■
n
n
n
# Are there any special conditions for the permit?
■
n
n
n
Is access to the plant site restricted to the general public?
■
n
n
n
Is the inspector granted access to all areas for inspection? ■ ❑ n ❑
Comment:
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? ■ n n n
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ■ n n n
Judge, and other that are applicable?
Comment: The plant looked to be in good order.
In— L+_..__..-_ V.. AIn Ale RIP
Type of bar screen
a.Manual
n
b.Mechanical
■
Are the bars adequately screening debris?
■
11011
Is the screen free of excessive debris?
■
n
n
n
Is disposal of screening in compliance?
■
110
n
Is the unit in good condition?
■
n
n
n
Comment:
Influent Sampling
Yes
No
NA
NE
# Is composite sampling flow proportional?
n
n
n
■
Is sample collected above side streams?
■
n
n
n
Is proper volume collected?
■
n
n
n
Is the tubing clean?
■
n
n
n
# Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees Celsius)?
■
n
n
n
Is sampling performed according to the permit?
■
n
n
n
Comment:
Grit Removal
Yes
No
NA
NE
Type of grit removal
Page # 3

Permit: NCO021229 Owner - Facility: Old Fort WWTP
Inspection Date: 12/02/2008 Inspection Type: Compliance Sampling
Grit Removal
Yes
No
NA
NE
a.Manual
n
b.Mechanical
■
Is the grit free of excessive organic matter?
■
n
n
n
Is the grit free of excessive odor?
■
n
n
n
# Is disposal of grit in compliance?
■
n
n
n
Comment:
Equalization Basins
Yes
No
NA
NE
Is the basin aerated?
n
n
n
■
Is the basin free of bypass lines or structures to the natural environment?
■
n
n
n
Is the basin free of excessive grease?
■
n
n
n
Are all pumps present?
■
n
n
n
Are all pumps operable?
n
n
n
■
Are float controls operable?
n
n
n
■
Are audible and visual alarms operable?
■
n
n
n
# Is basin size/volume adequate?
■
n
n
n
Comment:
Aeration Basins
Yes
No
NA
NE
Mode of operation
Ext.
Air
Type of aeration system
Surface
Is the basin free of dead spots?
■
n
n
n
Are surface aerators and mixers operational?
■
n
n
n
Are the diffusers operational?
n
n
■
n
Is the foam the proper color for the treatment process?
■
n
n
n
Does the foam cover less than 25% of the basin's surface?
■
n
n
n
Is the DO level acceptable?
n
n
n
■
Is the DO level acceptable?(1.0 to 3.0 mg/1)
■
❑
n
11
Comment: Operator checks the DO levels and stated that they are within acceptable
limits.
Secondary Clarifier
Yes
No
NA
NE
Is the clarifier free of black and odorous wastewater?
■
n
n
n
Page # 4

Permit: NC0021229
Inspection Date: 12/02/2008
Owner - Facility: Old Fort WWTP
Inspection Type: Compliance Sampling
Secondary Clarifier
Is the site free of excessive buildup of solids in center well of circular clarifier?
Are weirs level?
Is the site free of weir blockage?
Is the site free of evidence of short-circuiting?
Is scum removal adequate?
Is the site free of excessive floating sludge?
Is the drive unit operational?
Is the return rate acceptable (low turbulence)?
Is the overflow clear of excessive solids/pin floc?
Is the sludge blanket level acceptable? (Approximately'/4 of the sidewall depth)
Comment: The wastewater is black at this plant due to textile dyes in the waste
stream. There is no color limits on the current NPDES permit.
Standby Power
Is automatically activated standby power available?
Is the generator tested by interrupting primary power source?
Is the generator tested under load?
Was generator tested & operational during the inspection?
Do the generator(s) have adequate capacity to operate the entire wastewater site?
Is there an emergency agreement with a fuel vendor for extended run on back-up power?
Is the generator fuel level monitored?
Comment:
Disinfection -Gas
Are cylinders secured adequately?
Are cylinders protected from direct sunlight?
Is there adequate reserve supply of disinfectant?
Is the level of chlorine residual acceptable?
Is the contact chamber free of growth, or sludge buildup?
Is there chlorine residual prior to de -chlorination?
Does the Stationary Source have more than 2500 Ibs of Chlorine (CAS No. 7782-50-5)?
If yes, then is there a Risk Management Plan on site?
Yes No NA NE
■nnn
■nnn
■nnn
■nnn
■nnn
■nnn
■nnn
■nnn
■nnn
■nnn
Yes No NA NE
■nnn
nnn■
■nnn
nnn■
■nnn
■nnn
■nnn
Yes No NA NE
■nnn
■nnn
■nnn
■nnn
■nnn
■nnn
■nnn
■nnn
Page # 5

Permit: NCO021229
Inspection Date: 12/02/2008
Disinfection -Gas
Owner - Facility: Old Fort WWTP
Inspection Type: Compliance Sampling
If yes, then what is the EPA twelve digit ID Number? (1000- - )
If yes, then when was the RMP last updated?
Comment: By having over 2500 Ibs of chlorine on site this facility is required by the
EPA to have a current Risk Management Plan kept on site.
De -chlorination
Type of system ?
Is the feed ratio proportional to chlorine amount (1 to 1)?
Is storage appropriate for cylinders?
# Is de -chlorination substance stored away from chlorine containers?
Comment:
Are the tablets the proper size and type?
Are tablet de -chlorinators operational?
Number of tubes in use?
Comment:
Effluent Sampling
Is composite sampling flow proportional?
Is sample collected below all treatment units?
Is proper volume collected?
Is the tubing clean?
# Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees Celsius)?
Is the facility sampling performed as required by the permit (frequency, sampling type representative)?
Comment:
Effluent Pipe
Is right of way to the outfall properly maintained?
Are the receiving water free of foam other than trace amounts and other debris?
If effluent (diffuser pipes are required) are they operating properly?
Yes No NA NE
0017-6962
10/12/2006
Yes No NA NE
Gas
■nnn
■nnn
■nnn
nn■n
nn■n
Yes No NA NE
■nnn
■nnn
■nnn
■nnn
■nnn
■ n n n
Yes No NA NE
Page # 6

Permit: NCO021229
Inspection Date: 12/02/2008
Effluent Pipe
Owner - Facility: Old Fort WWTP
Inspection Type: Compliance Sampling
Comment: The water leaving the plant is dark in color due to the textile dye in the
waste stream. After the effluent is thoroughly mixed with the receiving waters there does
not appear to be an impact to water quality.
Field parameters were measured during the inspection. They were as follows.
pH 7.15 SU
D.O. 9.08 MG/L
Resd CL2 15.0 UG/L
Temp C 11.4
Fecal Coliform 6 CFU/100ml
Composite sampling results are as follows
BOD 7.2 mg/L
TSS 32 mg/L
NH3 0.07 mg/L
Yes No NA NE
Page # 7

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 INI 2 1 51 31 NCO021229 111 121 10/01/14 117 181 C I 19I S I 201
I
Remarks
211 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 116
Inspection Work Days Facility Self -Monitoring Evaluation Rating 131 QA --------------------------- Reserved ----------------------
67 I 169 70131 711 I 721 N I 73I I 174 751 I I I I I I 180
I_I_I
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
11:30 AM 10/01/14
05/11/01
Old Fort WWTP
Exit Time/Date
Permit Expiration Date
Catawba Ave US Hwy 70
Old Fort NC 28762
12:30 PM 10/01/14
10/01/31
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Anthony Glenn West/ORC/828-668-4561/
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Garland Norton,38 Catawba Ave Old Fort NC 287620520//828-668-4244/8286682007 No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit 0 Flow Measurement Operations & Maintenance Records/Reports
Self -Monitoring Program 0 Sludge Handling Disposal Facility Site Review Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Jeff Menzel ARO WQ//828-296-4500/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type
3I NCO021229 I11 12I 10/01/14 117 18I CI
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
No violations of permit requirements or applicable regulations were observed during this inspection. This
facility appears to be well maintained and operated.
Page # 2

Permit: NCO021229
Inspection Date: 01/14/2010
Owner - Facility: Old Fort WWTP
Inspection Type: Compliance Evaluation
Record Keeping
Yes
No
NA
NE
Are records kept and maintained as required by the permit?
■
n
n
n
Is all required information readily available, complete and current?
■
00
n
Are all records maintained for 3 years (lab. reg. required 5 years)?
■
110
n
Are analytical results consistent with data reported on DMRs?
■
n
n
n
Is the chain -of -custody complete?
■
n
n
n
Dates, times and location of sampling
■
Name of individual performing the sampling
■
Results of analysis and calibration
■
Dates of analysis
■
Name of person performing analyses
■
Transported COCs
■
Are DMRs complete: do they include all permit parameters?
■
n
n
n
Has the facility submitted its annual compliance report to users and DWQ?
■
n
n
n
(If the facility is = or > 5 MGD permitted flow) Do they operate 24/7 with a certified operator on each shift?
■
n
n
n
Is the ORC visitation log available and current?
■
n
n
n
Is the ORC certified at grade equal to or higher than the facility classification?
■
n
n
n
Is the backup operator certified at one grade less or greater than the facility classification?
■
n
n
n
Is a copy of the current NPDES permit available on site?
■
n
n
n
Facility has copy of previous year's Annual Report on file for review?
■
n
n
n
Comment: This facility was found to be keeping good records.
Rar Srrnnnc
Yes
No
NA
NE
Type of bar screen
a.Manual
b.Mechanical
■
Are the bars adequately screening debris?
■
n
n n
Is the screen free of excessive debris?
■
n
n n
Is disposal of screening in compliance?
■
n
n n
Is the unit in good condition?
■
n
n n
Comment:
Page # 3

Permit: NCO021229 Owner - Facility: Old Fort WWTP
Inspection Date: 01/14/2010 Inspection Type: Compliance Evaluation
Permit
Yes
No
NA
NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application?
■
n
n
n
Is the facility as described in the permit?
■
n
n
n
# Are there any special conditions for the permit?
n
n
■
n
Is access to the plant site restricted to the general public?
■
n
n
n
Is the inspector granted access to all areas for inspection? ■ ❑ rl ❑
Comment:
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? ■ 0 El 0
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ■ ❑ 0 ❑
Judge, and other that are applicable?
Comment: The grounds are in good order.
Secondary Clarifier Yes No NA NE
Is the clarifier free of black and odorous wastewater? ■ ❑ ❑ ❑
Is the site free of excessive buildup of solids in center well of circular clarifier?
■
n
n
n
Are weirs level?
■
n
n
n
Is the site free of weir blockage?
■
n
n
n
Is the site free of evidence of short-circuiting?
■
n
n
n
Is scum removal adequate?
■
n
n
n
Is the site free of excessive floating sludge?
■
n
n
n
Is the drive unit operational?
■
n
n
n
Is the return rate acceptable (low turbulence)?
n
n
n
■
Is the overflow clear of excessive solids/pin floc?
■
n
n
n
Is the sludge blanket level acceptable? (Approximately'/4 of the sidewall depth)
n
n
n
■
Comment:
Disinfection -Liquid
Yes
No
NA
NE
Is there adequate reserve supply of disinfectant?
■
n
n
n
(Sodium Hypochlorite) Is pump feed system operational?
■
n
n
n
Is bulk storage tank containment area adequate? (free of leaks/open drains)
■
n
n
n
Is the level of chlorine residual acceptable?
■
n
n
n
Is the contact chamber free of growth, or sludge buildup?
■
n
n
n
Page # 4

Permit: NC0021229
Inspection Date: 01/14/2010
Disinfection -Liquid
Owner - Facility: Old Fort WWTP
Inspection Type: Compliance Evaluation
Yes No NA NE
Is there chlorine residual prior to de -chlorination?
■
n
n
n
Comment:
Effluent Sampling
Yes
No
NA
NE
Is composite sampling flow proportional?
■
n
n
n
Is sample collected below all treatment units?
■
n
n
n
Is proper volume collected?
■
n
n
n
Is the tubing clean?
■
n
n
n
# Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees Celsius)?
■
n
n
n
Is the facility sampling performed as required by the permit (frequency, sampling type representative)?
■
n
n
n
Comment:
Upstream / Downstream Sampling
Yes
No
NA
NE
Is the facility sampling performed as required by the permit (frequency, sampling type, and sampling location)? ■ fl fl fl
Comment: The inspector observed the upstream/downstream sampling and found it to
be within compliance with the permit.
Page # 5

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 INI 2 15I 31 NC0021229 111 121 11/11/16 117 181 C I 19I S I 20I I
Remarks
211 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 116
Inspection Work Days Facility Self -Monitoring Evaluation Rating 131 QA --------------------------- Reserved ----------------------
67 I 169 70131 711 I 721 N I 73I I 174 751 I I I I I I 180
I_I_I
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
12:30 PM 11/11/16
05/11/01
Old Fort WWTP
Exit Time/Date
Permit Expiration Date
Catawba Ave US Hwy 70
Old Fort NC 28762
02:00 PM 11/11/16
10/01/31
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Anthony Glenn West/ORC/828-668-4561/
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Garland Norton,38 Catawba Ave Old Fort NC 287620520//828-668-4244/8286682007 No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit 0 Flow Measurement 0 Facility Site Review 0 Effluent/Receiving Waters
Section D: Summary of Find in/Comments Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Don Price ARO WQ//828-296-4500/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type
3I NCO021229 I11 12I 11/11/16 117 18I CI
(cant.)
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
I conducted a 'un-announced' Compliance Evaluation Inspection (CEI) of the NPDES system that serves
the Town of Old Fort on November 16, 2011. The reason for the CEI was to review the terms, conditions,
and modifications of permit NC0021229, upon renewal dated November 1, 2011.The assistance and
cooperation of Mr. Tony West, ORC of Old Fort WWTP, in conducting the CEI was greatly appreciated.
Based on records reviewed, on -site discussions with Tony, the Old Fort WWTP NPDES system was
determined to be in compliance with permit NC0021229. A report is attached for your records and findings
are summarized.
Site/System Review
The current NPDES WWTP System consists of a bar screen, Influent Pump station and flow meter with
composite sampler, 'pista' type grit chamber, an equalization basin, 2-0.600 MGD aeration basins ,4
secondary clarifiers , a chlorine contact basin with de -chlorination, and effluent flow meter and composite
sampler, as described in the permit. During the Inspection the discharge observed going into the receiving
stream designated as `Curtis Creek' in the Catawba River Basin, did not appear to be causing a negative
impact, nor were there any indication of foam or visible solids in the discharge.
Suggestions/Recommendations
The current use of only one aeration basin appears to be functioning well for the Town. The `floating'
aerators may be less efficient and cost more to operate than a modified `diffused' aeration system. The
WWTP already has `blowers' on -site, used for aeration and mixing of digesters. An evaluation should be
conducted to see if aeration modification would benefit the system. On -site observations and discussions
with ORC regarding condition of the secondary clarifiers indicate there is deterioration of the `bearings' of
the drive systems. This situation can present maintenance issues in addition to cause deterioration of the
final effluent. Please review this condition and seek a remedy. The situation can definitely create conditions
that support non-compliance with NPDES permit conditions. Composite sampler(s) of Influent and Effluent
were operating correctly at the time of the inspection, with the exception of the thermometer(s) located in
each refrigeration unit. There was no indication on the thermometers as to each ones `correct/ed' reading.
Please review and make note on each of any temperature corrections. The `Flow Meter' used for reporting
flow(s) to NCDENR was last calibrated by Tony West, ORC, on July 2011. Tony uses a `ruler' to determine
the head over the crest of the V-notch weir, of which the accuracy is not determined. Please modify this
method by using a level and square in combination, to more accurately ascertain flow meter calibration.
If there are questions or additional information is needed regarding system operation, maintenance, or a
NPDES System permit question, please let me know. Thank you for the opportunity to conduct this
Compliance Evaluation Inspection.
Page # 2

Permit: NC0021229
Inspection Date: 11/16/2011
D e rrr. i+
Owner - Facility: Old Fort WWTP
Inspection Type: Compliance Evaluation
(If the present permit expires in 6 months or less). Has the permittee submitted a new application?
Is the facility as described in the permit?
# Are there any special conditions for the permit?
Is access to the plant site restricted to the general public?
Is the inspector granted access to all areas for inspection?
Comment:
Yes No NA NE
■nnn
Page # 3

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 INI 2 1 51 31 NCO021229 111 121 13/11/14 117 181 C I 19I S I 201
I
Remarks
211 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 116
Inspection Work Days Facility Self -Monitoring Evaluation Rating 131 QA --------------------------- Reserved ----------------------
67 I 169 70131 711 I 721 N I 73I I 174 751 I I I I I I 180
I_I_I
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
09:30 AM 13/11/14
11/12/01
Old Fort WWTP
Exit Time/Date
Permit Expiration Date
Catawba Ave US Hwy 70
Old Fort NC 28762
11:30 AM 13/11/14
15/01/31
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Garland Norton, ///
Yes
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit 0 Flow Measurement Operations & Maintenance 0 Self -Monitoring Program
Sludge Handling Disposal 0 Facility Site Review Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Linda S Wiggs ARO WQ//828-296-4500 Ext.4653/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type
3I NC0021229 I11 12I 13/11/14 117 18I CI
(cant.)
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
This is the most upstream municipal wastewater system ultimately discharging into the Catawba River;
having outstanding operation and maintenance practices are crucial.
The facility appears to be well operated. The time and efforts by Tony West are appreciated.
At the time of the inspection it did not appear there were pressing maintenance issues with components in
operation. However, components not in use, such as clarifier #1 and #2 do have maintenance needs. Old
Fort is considering accepting wastewater from Hydrotime. If this venture takes place and flows increase to
where clarifier #1 and/or #2 are needed, maintenance (e.g. scum trough, center well etc.) will be needed
prior to putting the clarifiers back into operation.
Regarding the possible future venture with Hydrotime, it is essential that the Town have in place sufficient
pretreatment operations and spill containment. Contact with water quality staff, both Regional and Central,
will be pertinent.
Page # 2

Permit: NCO021229 Owner - Facility: Old Fort WWTP
Inspection Date: 11/14/2013 Inspection Type: Compliance Evaluation
Permit Yes No NA NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application? ■ ❑ ❑ ❑
Is the facility as described in the permit? ■
# Are there any special conditions for the permit? ❑ ■ ❑ ❑
Is access to the plant site restricted to the general public? ■ 0 0
Is the inspector granted access to all areas for inspection? ■ ❑ rl ❑
Comment: July 2014 Old Fort will need to renew permit.
There are no special conditions for this permit, however Old Fort is considering a new
venture of bringing in wastewater from other industrial activities through a company
called Hydrotime. Depending on this venture and potential pollutant load the effluent
limits may need to be reviewed.
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? ■ ❑ 0 ❑
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ■ rl fl rl
Judge, and other that are applicable?
Comment: DO, settleable solids- twice a week, sludge judge, MLSS-weekly
Bar Screens Yes No NA NE
Type of bar screen
a.Manual
b.Mechanical
Are the bars adequately screening debris?
Is the screen free of excessive debris?
Is disposal of screening in compliance?
Is the unit in good condition?
Comment: Bar screen waste is hauled away - every 6 months.
Pump Station - Influent
Is the pump wet well free of bypass lines or structures?
Is the wet well free of excessive grease?
Are all pumps present?
Are all pumps operable?
Are float controls operable?
Is SCADA telemetry available and operational?
■
■nnn
■nnn
■nnn
■nnn
Yes No NA NE
Page # 3

Permit: NCO021229
Inspection Date: 11/14/2013
Pump Station - Influent
Owner - Facility: Old Fort WWTP
Inspection Type: Compliance Evaluation
Is audible and visual alarm available and operational?
Comment: 3 pumps are present.
Audio alarm did not sound. Evaluate audio alarm and repair if necessary.
Grit Removal
Type of grit removal
a.Manual
b.Mechanical
Is the grit free of excessive organic matter?
Is the grit free of excessive odor?
# Is disposal of grit in compliance?
Comment: Grit waste is hauled away annually.
Equalization Basins
Is the basin aerated?
Is the basin free of bypass lines or structures to the natural environment?
Is the basin free of excessive grease?
Are all pumps present?
Are all pumps operable?
Are float controls operable?
Are audible and visual alarms operable?
# Is basin size/volume adequate?
Comment: 3 surface aerators run —8 minutes/hr
Aeration Basins
Mode of operation
Type of aeration system
Is the basin free of dead spots?
Are surface aerators and mixers operational?
Are the diffusers operational?
Is the foam the proper color for the treatment process?
Does the foam cover less than 25% of the basin's surface?
Is the DO level acceptable?
Yes No NA NE
Yes No NA NE
Yes No NA NE
Yes No NA NE
Ext. Air
Surface
■nnn
■nnn
nn■n
■nnn
■nnn
■nnn
Page # 4

Permit: NCO021229
Inspection Date: 11/14/2013
Aeration Basins
Owner - Facility: Old Fort WWTP
Inspection Type: Compliance Evaluation
Is the DO level acceptable?(1.0 to 3.0 mg/1)
Comment: Setteable solids were 540 ml.
DO was 3.8 mg/I (inspector reading), 4.6 mg/I (ORC reading).
Secondary Clarifier
Is the clarifier free of black and odorous wastewater?
Is the site free of excessive buildup of solids in center well of circular clarifier?
Are weirs level?
Is the site free of weir blockage?
Is the site free of evidence of short-circuiting?
Is scum removal adequate?
Is the site free of excessive floating sludge?
Is the drive unit operational?
Is the return rate acceptable (low turbulence)?
Is the overflow clear of excessive solids/pin floc?
Is the sludge blanket level acceptable? (Approximately'/4 of the sidewall depth)
Comment: #4 clarifier in operation. ORC stated sludge blanket was —1'.
Pumps-RAS-WAS
Are pumps in place?
Are pumps operational?
Are there adequate spare parts and supplies on site?
Yes No NA NE
Yes No NA NE
■nnn
■nnn
■nnn
■nnn
■nnn
■nnn
■nnn
■nnn
■nnn
■nnn
■nnn
Yes No NA NE
Comment: Two pumps in use, a third available if needed. One pump is fairly new: 3-4
years and the other has recently been rebuilt.
Effluent Pipe Yes No NA NE
Is right of way to the outfall properly maintained? ■ ❑ 0 ❑
Are the receiving water free of foam other than trace amounts and other debris? ■ rl fl rl
If effluent (diffuser pipes are required) are they operating properly? rl ❑ ■
Comment: The effluent was somewhat cloudy with a biege tint. ORC said it was from
the dechlorination chemicals used.
Page # 5

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 INI 2 1 51 31 NCO021229 111 121 10/01/27 117 181 D I 19I S I 201
I
Remarks
211 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 116
Inspection Work Days Facility Self -Monitoring Evaluation Rating 131 QA --------------------------- Reserved ----------------------
67 I 169 70131 711 I 721 N I 73I I 174 751 I I I I I I 180
I_I_I
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
09:20 AM 10/01/27
05/11 /01
Old Fort WWTP
Exit Time/Date
Permit Expiration Date
Catawba Ave US Hwy 70
Old Fort NC 28762
11:30 AM 10/01/27
10/01/31
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Anthony Glenn West/ORC/828-668-4561/
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Garland Norton,38 Catawba Ave Old Fort NC 287620520//828-668-4244/8286682007 No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Operations & Maintenance 0 Sludge Handling Disposal 0 Facility Site Review 0 Effluent/Receiving Waters
Section D: Summary of Find in/Comments Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Don Price ARO WQ//828-296-4500/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type
3I NCO021229 I11 12I 10/01/27 117 18I DI
(cant.)
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
The time and assistance of Tony West in conducting the Technical Assistance is appreciated. The reason
for this Technical Assistance visit was to review past DMR data reported by the facility regarding Total
Suspended Solids (TSS) violations that had occurred in February 2007, December 2008, and January 2009.
It appears solids violations are occurring at the WWTP during periods of SIU (significant industrial user) shut
down. The industry shut down coincides with the same time period of TSS violations. During the Technical
Assistance Solids measurements were taken in the EQ basin, the Aeration Basin, and the Return Sludge.
Results are as follows: EQ basin = 71 mg/L; Aeration Basin = 4880 mg/L; & Return Sludge = 5170 mg/L.
The concentration of solids maintained in the system is a little high for the time of year( most Extended
Aeration Activated Sludge) systems maintain 2500 - 3000 mg/L solids in an Aeration Basin during cooler
winter months and lower the level down by 500 -750 mg/L during warmer summer months. On site
discussions with ORC Tony West indicated system had maintained the high level due to aeration basin
foaming problems and loss of pin floc through the secondary clarifiers. At the current time ORC only does
weekly Process Control due to lack of needed staff. It is suggested system increase staff level at WWTP
and increase Process Control measurements to improve solids wasting, and control solids inventory and
maintain compliance. Other parts of the system are not used due to lack of flow to WWTP. These areas are
still in need of O & M and require maintenance. The secondary clarifier flow distribution system should be
reviewed by a Professional Engineer and determine if "short circuiting" is occurring. By maintaining a
high(er) solids inventory in the secondary system, short circuiting can be a contributing factor to TSS
violations in the effluent.Review of staffing information from EPA document 430/9-79-013 indicates that a
WWTP the size and complexity of Old Fort's should have at least 5 personnel. Sections of the above
mentioned document are attached for review. Should additional questions arise or you need more
information, please contact me at [phone].
Page # 2

Permit: NCO021229
Inspection Date: 01/27/2010
Operations & Maintenance
Owner - Facility: Old Fort WWTP
Inspection Type: Technical Assistance
Yes No NA NE
Is the plant generally clean with acceptable housekeeping? ■ 0 0 0
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ■
Judge, and other that are applicable?
Comment: Facility currently measures Aeration Basin MLSS and Clar. Eff. TSS
1/week, DO, Sett., and pH as operator time allows. This frequency of measurement is
not adequate for effective Process Control. The Town of Old Fort should review staffing
needs at the WWTP and Sewer Collection system and increase staff as needed.
Bar Screens Yes No NA NE
Type of bar screen
a.Manual ❑
b.Mechanical
■
Are the bars adequately screening debris?
■
n
n
n
Is the screen free of excessive debris?
■
n
n
n
Is disposal of screening in compliance?
■
n
n
n
Is the unit in good condition?
■
n
n
n
Comment:
Equalization Basins
Yes
No
NA
NE
Is the basin aerated?
■
n
n
n
Is the basin free of bypass lines or structures to the natural environment?
■
n
n
n
Is the basin free of excessive grease?
■
n
n
n
Are all pumps present?
n
n
n
■
Are all pumps operable?
n
n
n
■
Are float controls operable?
n
n
n
■
Are audible and visual alarms operable?
❑
❑
■
# Is basin size/volume adequate?
■
n
n
n
Comment: The existing Oxidation Ditch is currently being used for Flow Equalization. I
would suggest this basin be utilized for "increased" flow EQ to allow basin and tankage
isolation and inspection. Each tank and basin at Old Fort's WWTP should be taken
down, inspected, and any needed maintenance performed at least once per year. The
current staffing level at the WWTP does not allow for this. EQ basin TSS measured
on -site = 1500 mg/L, sample taken for analysis in DWQ lab = 71 mg/L.
Aeration Basins
Yes No NA NE
Page # 3

Permit: NCO021229
Inspection Date: 01/27/2010
Aeration Basins
Mode of operation
Type of aeration system
Is the basin free of dead spots?
Are surface aerators and mixers operational?
Are the diffusers operational?
Is the foam the proper color for the treatment process?
Does the foam cover less than 25% of the basin's surface?
Is the DO level acceptable?
Is the DO level acceptable?(1.0 to 3.0 mg/1)
Owner - Facility: Old Fort WWTP
Inspection Type: Technical Assistance
Comment: Only one of the two existing aeration basins was in service at the time of
the Technical Assistance. Aeration currently in place at the Old Fort WWTP consists of
"floating" aerators positioned in place with stainless steel "mooring" cables. It is
suggested these steel cables be "REPLACED" with polypropolene ski rope with 2
connections per aerator side. This would allow for easier access and maintenance to
the aerators, and also allow for improved positioning of the aerators to allow for
optimum aeration and mixing hopefully allowing for reduced power consumption. MLSS
measurements taken on -site = 5900 mg/L, samples taken and measured in ARO lab =
5170 mg/L.
Secondary Clarifier
Is the clarifier free of black and odorous wastewater?
Is the site free of excessive buildup of solids in center well of circular clarifier?
Are weirs level?
Is the site free of weir blockage?
Is the site free of evidence of short-circuiting?
Is scum removal adequate?
Is the site free of excessive floating sludge?
Is the drive unit operational?
Is the return rate acceptable (low turbulence)?
Is the overflow clear of excessive solids/pin floc?
Is the sludge blanket level acceptable? (Approximately'/4 of the sidewall depth)
Yes No NA NE
Ext. Air
Surface
■nnn
■nnn
nn■n
■nnn
■nnn
■nnn
■nnn
Yes No NA NE
■nnn
❑ ■ ❑ ❑
■nnn
■nnn
■nnn
n■nn
■nnn
n■nn
■nnn
■nnn
nnn■
Page # 4

Permit: NCO021229
Owner - Facility: Old Fort WWTP
Inspection Date: 01/27/2010
Secondary Clarifier
Inspection Type: Technical Assistance
Comment: Old Fort's WWTP currently uses 3 out of four existing secondary clarifiers.
The 4th secondary clarifier is not in service due to degradation of system components.
Flow distribution to the secondary clarifiers is controlled by "adjusting" a weir on the
effluent leaving the aeration basin. The current method does not allow for "equalized"
flow distribution to the clarifiers. It is suggested that Old Fort discuss this deficiency with
a Consulting Engineer to determine the most cost and operationally effective manner to
address this situation. This may include using a "telescopic and/or modulating valve" to
distribute the flow to the secondary clarifiers equally.
Yes No NA NE
Page # 5

ATTACHMENT A
Town of Old Fort
CASE NUMBER: LV-2012-0048
PERMIT: NCO021229 FACILITY: Old Fort WWTP COUNTY: McDowell REGION: Asheville
Limit Violations
MONITORING OUTFALL/ VIOLATION UNIT OF CALCULATED % OVER
PENALTY REPORT PPI LOCATION PARAMETER DATE FREQUENCY MEASURE LIMIT VALUE LIMIT VIOLATION TYPE
$250.00 7-2011 001 Effluent FEC COLI 07/23/11 3 X week #/100ml 400 986.6 146.65 Weekly Geometric Mean Exceeded

North Carolina Emergency Management - EM43 Reporting
Page 1 of 4
EM43 Reporting
EM Level:
NCEM Edited:
Include in Report:
4
Yes
Yes
Taken by:
Date/Time Reported:
Date/Time Occurred:
Joe Brennan
05/14/2017 10:20:57
05/14/2017 10:20:57
Reported by:
Agency:
Phone:
Tony West
Town of Old Ford
828-442-2343
County:
City:
Area:
McDowell
Old Ford
12
Street Address:
Zip Code:
1174 East Main St.
EVENT TYPE
Type: Wastewater
Animal Disease Event Type: Bomb Threat Event Type:
Complaint Event Type: Fire Event Type:
FNF Event Type: FNF Class:
HazMat Event Type: HazMat Class: HazMat Mode:
Homeland Security Event: Non-FNF Event: Non-FNF Event Type:
Other Event Type: SAR Type:
Transportation Event Type: Wastewater Event Type:
Sewage
Weather Event Type: Weather Event Name: WMD Event Type:
State Resource Request
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North Carolina Emergency Management - EM43 Reporting
Page 2 of 4
Event Description:
Local utility reported 54,000 gallons of sewage released from the bar screen building to the plant
grounds due to effluent pump control malfunction. No surface water was affected. Cleanup
operations were conducted.
Deaths: Injuries: Evacuation: Radius:
0 0 0 0
Responsible Party: Responsible Party Phone:
Point of Contact: Point of Contact Phone:
Tony West 828-442-2343
Latitude: Longitude:
00.000000-00.000000
RRT Request: RRT Approved: RRT Team Number: RRT Mission Number:
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North Carolina Emergency Management - EM43 Reporting
Page 3 of 4
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North Carolina Emergency Management - EM43 Reporting
Page 4 of 4
LEMC:
PD:
CHealth:
PWRK:
AC:
Advised
ENV MGMT:
WATER:
Advised
CAP:
NOTIFICATIONS
SO:
LFD:
Sewer:
Other Local Agencies:
SHP/SWP:
DRP:
DOT: Other State Agencies:
DEQ DWQ
Notes:
1030 - T. Ramsey and S. Lewis emailed, DEQ DWQ paged. - JB
1038 - Christiyn Fertenbaugh (DEQ DWQ) ack page and briefed by phone. - JB
1053 - T. Ramsey ack email - JB
ATTACHMENTS
Filename:
Filename:
Filename:
Filename:
Filename:
Filename:
Filename:
Filename:
Filename:
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From:
Wiaas, Linda
To:
"twest(c oldfortnc.com"
Cc:
Boss, Daniel J; Davidson. Landon; Mitchell, Robert K
Subject:
notice and 5 day
Date:
Wednesday, May 30, 2018 11:20:00 AM
Attachments:
imaae001.gif
imaae002.pna
5 day Upset-BVDass doc.docx
Hi Tony,
Attached is the 5-day report for a WWTP bypass. Once you have filled it
out you can send it back to all copied on this email. If you will be faxing it
in, you can fax it to the fax number below and send us an email that it is
being faxed.
Do your Press Release today to the local radio station (Marion), the local
newspaper (Marion) and WLOS.
Your Public Notice should go to the local newspaper (Marion). It sounds
like you have fixed the problem and have enough information that you can
do your Public Notice today as well.
Contact your local Health Department Environmental Health Director and
inform him/her of your release.
There is no water supply intake in close proximity below your release, so
you do not have to contact anyone at a water plant; we have notified our
Public Water staff as an FYI.
You do not need to do any stream/lake sampling at this time; we will be
sampling the Catawba River today as part of our Ambient Monitoring
program. You should let the Health Director know this please.
Finally your Incident number is 201800821. Also when you send in your 5-
day go ahead and send documentation of your Press Release and Public
Notice.
Call me if you need further assistance.
�` /' /",/" 'Nid ju
Environmental Senior Specialist — Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ — Division of Water Resources
828 296 4500 office
828 299 7043 fax
Email: linda.wiggsi2ncdenr.gov
2090 U.S. Hwy. 70

Swannanoa, N.C. 28778
id:image001.png@01D105A1.912AA660
M
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

May 03 17 01:14p Towm Of Old Fort
828-668-4561 p.1
WATER POLLUTION CONTROL SYSTEM OPERATOR DESIGNATION FORM (WPCSOCC)
N CAC 15A 8G .0201
n Press
B TAB to enter information
Permitteeowner/officer Name: /� jC l'F,b 4LL)sIC`?
—r
Mailing Address: 3S- CA j/{�i3i} / 1Vc Phone: �Z� (F6`r t%24t(
City: ( L7j Fop_z State: A)C, Zip: 2 a 7& 2—
Email Address: riaylU7. im Cus7
c
Signature: r' Date:
Facility Name: /©l.J,J CJiz (JL;'� i0127 6J!� PemVI
G�C�22V
County:r
YOU MUST SUBMIT A SEPARATE FORM FOR EACH TYPE AND CLASSIFICATION OF SYSTEM:
Facility Type: Select )// lnf
Facility Grade: I Select
Print Full Name:
Certificate Type: Select
Email Address:
Signature:
OPERATOR IN RESPONSIBLE CHARGE
ES 7
Certificate Grade: Select y
Work Phone:
Certificate 0:
Effective Date: 1::� -) - I
"I certify that I agree to my designation as the Operator in Responsible Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Print Full Name: J/fp?ps /
Certificate Type: Select (y/2/t Y
Email Address: � %lp, N /
BACKUP ORC
Grade: Select
_C
Work Phone: cr s-,�2
Certificate #: 2 cc� cf6 % D
Signature: Effective Date:
certify that 1 agree t y designation os a Back-up rotor in Responsible Charge for The facility noted. I understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G.0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Mail, fax or email WPCSOCC, 1618 Mail Service Center, Fax: [phone] Email: [e-mail]
ORIGINALto: Raleigh, NC 27699-1618
Mail or Fax Asheville
a COPY to: 2090 US Hwy 70
Swannanoa, NC 28778
Fax: [phone]
Phone: [phone]
Fayetteville
225 Green St., Suite 714
Fayetteville, NC28301-5043
Fax: [phone]
Phone: [phone]
Mooresville
610 E. Center Ave., Suite 301
Mooresville, NC 28115
Fax: [phone]
Phone:[phone]
Washington Wilmington Winston-Salem
943 Washington Sq. Mall 127 Cardinal Dr. 45 W. Hanes Mall Rd.
Washington, NC 27899 Wilmington, NC 28405-2845 Winston-Salem, NC 27105
Fax: [phone] Fax: [phone] Fax: [phone]
Phone: [phone] Phone.[phone] Phone:[phone]
Raleigh
3800 Barrett Dr.
Raleigh, NC 27609
Fax: [phone]
Phone: [phone]
R.wls d 4 016

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 I NI 2 15I 31 NCO021229 111 121 06/06/14 117 181 PI 19I SI 201
I
Remarks
211 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 116
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA --------------------------- Reserved ----------------------
67 I 169 701 I 711 I 72 I N I 73I I 174 751 I I I I I I 180
I_I_I
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
10:30 AM 06/06/14
05/11/01
Old Fort WWTP
Exit Time/Date
Permit Expiration Date
Catawba Ave US Hwy 70
Old Fort NC 28762
11:30 AM 06/06/14
10/01/31
Name(s) of Onsite Rep resentative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Anthony Glenn West/ORC/828-668-4561/
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Garland Norton, /// Yes
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Pretreatment
Section D: Summary of Finding/Comments Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Larry Frost ARO WQ//828-296-4500 Ext.4658/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type
3I NCO021229 I11 12I 06/06/14 I17 181PI
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
The pretreatment program is well orgainized and documented.
See the attached inspection form.
Page # 2

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From:
Tim Heim
North Carolina Dept of Envir CAD: 6417206MNRT2100
2090 US Hwy 70
Swannanoa, NC 28778
[phone]
TO 1 homas (9/U) 498-15'
IN -SITU, INC.
Feclgn:®
GFound
221 EAST LINCOLN AVENUE
FORT COLLIII CO ?I (US)
INV
Do DMA 5000281
PO Dept
RMA: III IIIIIIIIIIIIIIIIIIIIIIIIIIII
(9612140)0571969 15113145
GND RETURNMGR
3rd PARTY

go-wn af 0(d Fart
— FOUNDED IN 1870 —
38 CATAWBA AVENUE
OLD FORT, NORTH CAROLINA 28762
July 24, 2019
NC Department of Environmental Quality
Asheville Regional Office
Division of Water Resources
2090 US 70 Highway
Swannanoa, NC 28778-8211
Dear Mr. Davidson,
Office of the Mayor
I hope you are doing well, I am writing you this letter in regards to our notice of violation. (Tracking Number
NOV-2019-PC-0504). Permit Number NC0021229.
The clarifiers that we have are in very much needed repair, this is just one of our huge issues that we are
having difficulty in financing. The Walker Clarifiers are basically need replacing everything inside the weir
and everything below the bridges. The contract W62263 with a Mike Fowler. Getting parts and finding
someone to do the labor has been very time consuming. We also were hoping to have three bids, but so far at
this time we only have one. We would also like for the State to give us some more time to either draw funding
from general fund or see another way to finance this project. Applying for grants is not moving fast enough as
you can imagine.
Please respond back to me, Tony West, or Renee Taylor on suggestions. We will be discussing this in our
August town meeting.
Thank you for your patience.
Sincerely,
Rick Hensley
Mayor Town of Old Fort
"Colonial Ainerica's Western Outpost Until 1756"