WRIS KY0109991

Downloadable Documents

System Management Entity Information
Entity Name:	City of Williamstown
Office Phone:	859∙824∙3633 Fax: 859∙824∙6320
Office Address 1:	PO Box 147
Office Address 2:
Office City, State Zip:	Williamstown , KY 41097

System Management Contact Information
Contact Type	Contact Name	Title	EMail
¹Operations Contact:	Mark Miller	Wastewater Superintendent	mmiller@wtownky.org
²Business Contact:	Mark Miller	Wastewater Superintendent	mmiller@wtownky.org
Manager:	Mark Miller	Wastewater Superintendent	mmiller@wtownky.org

¹ Person responsible for physical infrastructure operations.

² Person responsible for billing and financial operations.

Date System Management Last Modified: 02.27.2026

Entity Information
Entity Type:	Incorporated City
Entity Name:	City of Williamstown
PSC Group ID:	8806900
Office EMail:	cfryman@wtownky.org
Web URL:
Office Phone:	859-824-3633	Fax:	859-823-1276

Entity Address Information
	Mail Address	Physical Address
Address Line 1:	400 N Main St PO Box 147
Address Line 2:
City, State Zip:	Williamstown , KY 41097

Entity Contact Information
Contact Type	Name	Title	EMail	Phone	Cell
Business Contact:	Crystal Fryman	City Clerk	cfryman@wtownky.org	858-824-3633
Authorized Official:	David Henson	Mayor	dhenson@wtownky.org	859-824-6351

Information Source:	Kentucky Department for Local Government
Date Last Modified:	04.04.2026

System Statistics
Date Established:		10.01.2011
Employees:		4
Cost to consumer per 4,000 gallons:
(a)	Municipal System, customers within the municipality OR Non-Municipal System, all customers:	$58.83
(b)	Municipal system, customers outside the municipality:
Date of Last Rate Adjustment:		07.01.2023
Does this system:
(a)	Operate a wastewater treatment facility?	Yes
(b)	Send wastewater to other systems to be treated?	No
(c)	Treat wastewater from other systems?	Yes

System Demographics

Demographic Type	Population	Households
Directly Serviceable:	3,151	1,243
Indirectly Serviceable:	1,984	852
Total Serviceable:	5,135	2,095

Counties directly serviceable by this system: 1

MHI Basis:

County Name	Service Connections	Serviceable Population	Serviceable Households	Med HH Income	MHI MOE
Grant	1,102	3,151	1,243	$ 71,771	$ 24,874
Totals / Weighted Average	1,102	3,151	1,243	$ 71,771	$ 24,874

Population and household counts are based on a proximity analysis of relevant service lines to census block boundaries published for the 2020 Census DEC Redistricting Data (PL 94-171) dataset.

Med HH Income (MHI) Source is from the American Community Survey 2019-2023 5 Yr Estimates (Table B19013) for the service area of this system.

MHI MOE = Med HH Income Margin of Error.

Comments:

Validated at the 2/23/2026 Site Visit.

Date Last Modified: 02.27.2026

This system treats wastewater from the following KISOP customers:

Sender DOW Permit ID	Sender Name	Ann. Vol. Treated (MG)	Serviceable Population	Serviceable Households
KYP000041	Dry Ridge Sewer Department	61.000	1,984	852
	Totals and Averages	61.000	1,984	852

− MG = Million Gallons
− KISOP = Kentucky Inter-System Operating Permit

Wastewater Treatment Plants:

Facility Name	Design Capacity (MGD)	Max Hydraulic Capacity (MGD)	Ave. Daily Flow (MGD)
WILLIAMSTOWN WASTEWATER TREATMENT PLANT	1.500	4.500	0.600

System Statistics:


Number of manholes in collection system:	103 *
Percentage of sewer lines 20 years or older:	87.1% *

DOW Design Capacity (MGD):	2.000
Annual Volume Treated (MG):	223.000
KISOP Volume Treated (MG):	61.000
Total Annual Volume (MG):	284.000

KISOP Customers:	1
Residential Customers:	1,079
Commercial Customers:	200
Institutional Customers:	2
Industrial Customers:
Other Customers:
Total Customers:	1,282

* Indicates values are derived from WRIS GIS mapping.

This system has an approved Facility Plan.

Facility Plan Information
Date Facility Plan last revised or amended:	01.01.2007
Est. percentage of Facility Plan constructed:	80%

Planning Comments:

Validated at the 2/23/2026 Site Visit.

Date System Planning Info Last Modified: 02.27.2026

WMC Site Visit - Survey Information
Site Visit / Survey Date:	02.23.2026
Survey Admin:	Grace Herrmann
Principal Respondent:	Mark Miller
Other Respondent(s):	Dave Henson

Survey Comments:

None.

Date Survey Info Last Modified: 02.27.2026

Sewer
LinesLift
StationsTreatment
Plants

Assessment Area:

Type

Size
(inches)

Material

Decade
Constructed

Length
(LF)

Condition
Code

Performance
Code

Priority
Code

Project Profile

F	Up to 2	PVC	2000	1,634
G	4	PVC	1960	7,473
F	4	PVC	1960	5,598
G	6	PVC	1960	1,930
F	6	PVC	1960	3,172
F	8	DUCTILE IRON	2000	1,788
G	8	PVC	1960	120,348
F	8	PVC	1960	3,206
G	8	PVC	2000	19,524
G	10	PVC	1960	6,596
G	12	PVC	1960	3,227
G	30	DUCTILE IRON	2010	15,486

Total length for assessment area:	189,982 LF
Total length for entire system:	189,982 LF

Condition Codes

1	New or Excellent - None or minor defects.
2	Good - Defects that have not begun to deteriorate.
3	Fair - Moderate defects that will continue to deteriorate.
4	Poor - Severe defects that will collapse/break in near future.
5	Inoperable - Defects need immediate attention.

Performance Codes

1	Exceeds/Meets all performance targets.
2	Minor performance deficiencies.
3	Considerable performance deficiencies.
4	Major performance deficiencies.
5	Fails to meet performance targets.

Priority Codes

0	Not a priority
1	It would be nice to have.
2	Improved system operations & maintenance (O&M) efficiency.
3	Internal safety concern or public nuisance.
4	Potential public health, safety, or environmental concern.
5	Existing threat to public health, safety, or environment.

Assessment Area:

Asset Name

Pump
Count

Capacity
(GPM)

Date of Last
Maintenance

Date of Next
Maintenance

Condition
Code

Performance
Code

Priority
Code

Project Profile

CEMETERY	2	50
CHARLES ESTRIDGE	2	150
CHERRY HILL	2	120
FIELD CREST	2	70
JAMES STREET	2	140
LA PINE DRIVE	2	300
NOT PROVIDED	2	120
NOT PROVIDED	2	120
REB STACEY	2	120
ROSELAWN	2	530
SAYERS DRIVE	2	130
SKYWAY	2	50
STONELEIGH	2	60
TONY POOLE	2	150

Condition Codes

1	New or Excellent - None or minor defects.
2	Good - Defects that have not begun to deteriorate.
3	Fair - Moderate defects that will continue to deteriorate.
4	Poor - Severe defects that will collapse/break in near future.
5	Inoperable - Defects need immediate attention.

Performance Codes

1	Exceeds/Meets all performance targets.
2	Minor performance deficiencies.
3	Considerable performance deficiencies.
4	Major performance deficiencies.
5	Fails to meet performance targets.

Priority Codes

0	Not a priority
1	It would be nice to have.
2	Improved system operations & maintenance (O&M) efficiency.
3	Internal safety concern or public nuisance.
4	Potential public health, safety, or environmental concern.
5	Existing threat to public health, safety, or environment.

WILLIAMSTOWN WASTEWATER TREATMENT PLANT

Design
Capacity
(MGD)

Date
Constructed

Major
Expansion
Date

Condition
Code

Performance
Code

Priority
Code

Project
Profile

10-01-2011

Note: There are no rated components associated with this treatment plant.

Condition Codes

1	New or Excellent - None or minor defects.
2	Good - Defects that have not begun to deteriorate.
3	Fair - Moderate defects that will continue to deteriorate.
4	Poor - Severe defects that will collapse/break in near future.
5	Inoperable - Defects need immediate attention.

Performance Codes

1	Exceeds/Meets all performance targets.
2	Minor performance deficiencies.
3	Considerable performance deficiencies.
4	Major performance deficiencies.
5	Fails to meet performance targets.

Priority Codes

0	Not a priority
1	It would be nice to have.
2	Improved system operations & maintenance (O&M) efficiency.
3	Internal safety concern or public nuisance.
4	Potential public health, safety, or environmental concern.
5	Existing threat to public health, safety, or environment.

The management of this system participates in an Area Water Management Planning Council (AWMPC).

The management of this system participates in regular training activities.

System operator(s) participate in regular training activities.

This system has an asset management plan.

This system has a capital improvement plan.

This system has GIS capabilities.

Date GIS data last submitted to the WRIS:

This system has a policy manual in place containing the following items:
Personnel Policy	Standard Operating Procedures
Operation and Maintenance Procedures	Routine Maintenance Program
Emergency Operation Procedures	Backup Sources for Treatment
Date policy manual last updated:

Date of last infiltration analysis:

This system has performed a Sanitary Sewer Evaluation Survey (SSES).

This system utilizes standard specifications.

This system has periodic service outages.

This system experiences problematic weather.

This system has localized problems.

This system has as-built plans.

Est. degree of accuracy of as-built plans (percent): 85%

This system uses an on-staff inspector(s) for construction projects.

Maintenance notes for this system:

Working on using a GPS to map their assets. They are using GeoSync.


	Date Last Modified: 02.27.2026

Include constructed projects in this list.

The following projects are associated with this system:

PNum	Applicant	Project Title	Project Status	Funding Status	Schedule (yrs)	Project Cost	Agreed Order	Dates Modified
								Profile	GIS
SX21081008	City of Williamstown	Williamstown Lift Station Replacement	Approved	Not Funded	0-2 Years	$475,000	N	12-04-2025	11-26-2025

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