WRIS KY0037991

Downloadable Documents

Primary Facility Information
This is a treatment facility. This is a maintenance facility.
Facility Name:	Strodes Creek
Facility Contact:	Anthony Clark
Facility Phone:
Facility Addr1:	2033 Van Meter Road
Facility Addr2:
Facility City, State Zip:	Winchester , KY 40391
Date Last Modified:	06.11.2024

System Management Entity Information
Entity Name:	Winchester Municipal Utilities
Office Phone:	859∙744∙5434 Fax: 859∙745∙4146
Office Address 1:	PO Box 4177
Office Address 2:	150 N Main St
Office City, State Zip:	Winchester , KY 40392

System Management Contact Information
Contact Type	Contact Name	Title	EMail
¹Operations Contact:	Jason Gomez	Wasterwater Superintendent	jason@wmutilities.com
²Business Contact:	Renny Ross	Director of Finance and Administration	renwick.ross@wmutilities.com
Manager:	Kyle Raney	General Manager	kyle.raney@wmutilities.com

¹ Person responsible for physical infrastructure operations.

² Person responsible for billing and financial operations.

Date System Management Last Modified: 06.16.2025

Entity Information
Entity Type:	Municipal Utility, Board, or Commission
Entity Name:	Winchester Municipal Utilities Commission
PSC Group ID:	8807000
Office EMail:	cs4@wmutilities.com
Web URL:	http://www.wmutilities.com/
Office Phone:	859-355-1983	Fax:	859-745-4146

Entity Address Information
	Mail Address	Physical Address
Address Line 1:	PO Box 4177	150 N Main St
Address Line 2:	150 N Main St
City, State Zip:	Winchester , KY 40392	Winchester , KY 40392

Entity Contact Information
Contact Type	Name	Title	EMail	Phone	Cell
Business Contact:	Kyle Raney	General Manager	kyle.raney@wmutilities.com	859-744-5434
Authorized Official:	Jimmy Powell	Chairman	jref211@gmail.com	859-744-5434

Information Source:	Kentucky Infrastructure Authority
Date Last Modified:	06.16.2025

System Statistics
Date Established:		01.01.1958
Employees:		75
Cost to consumer per 4,000 gallons:
(a)	Municipal System, customers within the municipality OR Non-Municipal System, all customers:	$50.95
(b)	Municipal system, customers outside the municipality:	$67.40
Date of Last Rate Adjustment:		04.01.2024
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?	No

System Demographics

Demographic Type	Population	Households
Directly Serviceable:	25,657	11,353
Indirectly Serviceable:
Total Serviceable:	25,657	11,353

Counties directly serviceable by this system: 1

MHI Basis:

County Name	Service Connections	Serviceable Population	Serviceable Households	Med HH Income	MHI MOE
Clark	12,376	25,657	11,353	$ 62,272	$ 10,081
Totals / Weighted Average	12,376	25,657	11,353	$ 62,272	$ 10,081

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:

Cost for 4,000g does not include any taxes or other fees.

12376 total connection count between both Strodes Creek and Lower Howards Creek. 
Waiting for confirmation of total connections (active + inactive)

Date Last Modified: 06.16.2025

Wastewater Treatment Plants:

Facility Name	Design Capacity (MGD)	Max Hydraulic Capacity (MGD)	Ave. Daily Flow (MGD)
STRODES CREEK WASTEWATER TREATMENT PLANT	7.200	24.000	3.880

System Statistics:


Number of manholes in collection system:	3,086
Percentage of sewer lines 20 years or older:	87% *

DOW Design Capacity (MGD):	7.200
Annual Volume Treated (MG):	1,634.700
KISOP Volume Treated (MG):
Total Annual Volume (MG):	1,634.700

KISOP Customers:
Residential Customers:	11,438
Commercial Customers:	855
Institutional Customers:
Industrial Customers:	53
Other Customers:
Total Customers:	12,346

* 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:	08.01.2010
Est. percentage of Facility Plan constructed:	70%

Planning Comments:

Average Daily Flow: 4.460MGD

12,376 total connections between Strodes Creek and Lower Howards Creek.

Date System Planning Info Last Modified: 06.16.2025

WMC Site Visit - Survey Information
Site Visit / Survey Date:	05.19.2025
Survey Admin:	Casey Cash, Ellie Wellman
Principal Respondent:	Kyle Raney
Other Respondent(s):	Duke Dryden

Survey Comments:

None.

Date Survey Info Last Modified: 06.16.2025

Sewer
LinesLift
StationsTreatment
Plants

Assessment Area:

Type

Size
(inches)

Material

Decade
Constructed

Length
(LF)

Condition
Code

Performance
Code

Priority
Code

Project Profile

F	4	PVC	1960	2,289
F	6	DUCTILE IRON	1990	2,131
G	6	PVC	1960	163
F	6	PVC	1970	9,152
G	6	PVC	1980	207
G	6	VCP	1960	6,054
G	8	PVC	1970	9,496
G	8	PVC	1980	9,660
G	8	PVC	1990	110,936
G	8	PVC	2000	24,094
G	8	PVC	2010	8,410
F	8	PVC	2010	10,161
G	8	VCP	1960	27,786
G	8	VCP	1970	5,866
G	10	PVC	1980	4,781
G	10	PVC	1990	4,368
G	10	VCP	1970	1,700
F	12	CAST IRON	1960	6,998
G	12	PVC	1990	1,464
G	12	VCP	1960	1,601
G	12	VCP	1970	473
F	14	PVC	1970	4,665
G	15	CAST IRON	1990	447
G	15	PVC	1980	384
G	15	PVC	1990	1,979
G	15	PVC	2010	1,746
G	18	PVC	1970	56
G	18	PVC	1990	3,180
G	21	PVC	1990	2,710
G	24	PVC	1980	1,191
G	24	PVC	2010	8,474
G	24	VCP	1970	1,602
G	27	PVC	1980	1,879
G	30	PVC	1980	3,415
G	30	PVC	1990	246
G	30	VCP	1970	2,181

Total length for assessment area:	281,945 LF
Total length for entire system:	895,675 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

ECTON ROAD LIFT STATION #1	2	175
ECTON ROAD LIFT STATION #2	2	500
ELIZABETH STREET LIFT STATION	2	75
FORT ESTILL LIFT STATION	2	350
GREENWAY DRIVE LIFT STATION	2	80
HUD ROAD LIFT STATION	2	100
ROCKWELL ROAD LIFT STATION	2	175
ROYAL OAKS LIFT STATION #1	3	350
ROYAL OAKS LIFT STATION #2	2	80
TREEHAVEN LIFT STATION	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.

STRODES CREEK WASTEWATER TREATMENT PLANT

Design
Capacity
(MGD)

Date
Constructed

Major
Expansion
Date

Condition
Code

Performance
Code

Priority
Code

Project
Profile

01-21-2008

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.

Date asset management plan last updated:

06.01.2025

This system has a capital improvement plan.

Date capital improvement plan last updated:

06.01.2025

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: 05.06.2025

Date of last infiltration analysis: 05.19.2025

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

Date of last SSES:

01.01.2016

This system utilizes standard specifications.

Date standard specifications last modified:

01.01.2001

This system has periodic service outages.

Cause(s):

Sewer back-Ups, blockage in customer line.  i/I po

This system experiences problematic weather.

Weather conditions:

I & i contributes to heavy flow at times, causing service outages

This system has localized problems.

The following components are associated with localized problems:
Problem location(s):	older part of system
Problem diameter(s):	6" or 8"
Problem material(s):	Clay tile
Problem cause(s):
Other problem characteristic(s):	Age of infrastructure

This system has as-built plans.

Est. degree of accuracy of as-built plans (percent): 95%

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

Maintenance notes for this system:

Infiltration Analysis is a continuous process


	Date Last Modified: 06.16.2025

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
PNum	Applicant	Project Title	Project Status	Funding Status	Schedule (yrs)	Project Cost	Agreed Order	Profile	GIS
SX21049007	Winchester Municipal Utilities Commission	Hancock Creek Backbone Interceptor/Pump Station/Force Main	Approved	Not Funded	6-10 Years	$4,482,250	N	10-14-2013	06-05-2017
SX21049011	Winchester Municipal Utilities Commission	Hoods Creek Backbone Interceptor/Pump Station/Force Main	Approved	Not Funded	3-5 Years	$6,880,000	N	10-17-2013	06-05-2017
SX21049018	Winchester Municipal Utilities Commission	WMU-Westchester Manor/Woodford Estates Sanitary Sewer Improvements	Approved	Not Funded	6-10 Years	$778,000	N	04-19-2013	08-22-2016
SX21049022	Winchester Municipal Utilities Commission	Broadway–Highland Sewer Improvement Project	Approved	Not Funded	3-5 Years	$1,907,000	Y	08-28-2025	08-27-2025
SX21049025	Winchester Municipal Utilities Commission	East Washington Street and Flanagan Street Sanitary Sewer System Improvements	Approved	Not Funded	3-5 Years	$2,507,000	N	10-20-2016	06-05-2017
SX21049026	Winchester Municipal Utilities Commission	WMU - Flanagan and Madison Outfall Sewers	Approved	Partially Funded	0-2 Years	$7,579,723	Y	05-15-2024	01-04-2019
SX21049027	Winchester Municipal Utilities Commission	West Interceptor Sanitary Sewer System Rehabilitation	Approved	Not Funded	6-10 Years	$7,730,000	Y	10-14-2013	06-05-2017
SX21049031	Winchester Municipal Utilities Commission	Industrial Park Non-Potable Water Line	Approved	Not Funded	3-5 Years	$425,000	N	10-20-2016	06-05-2017
SX21049033	Winchester Municipal Utilities Commission	Winchester - Lincoln Street Redevelopment Project - Sewer	Approved	Not Funded	0-2 Years	$151,455	N	11-22-2017	08-16-2017
SX21049038	Winchester Municipal Utilities Commission	WMU - Strodes Creek WWTP Improvements	Approved	Not Funded	3-5 Years	$4,000,000	N	11-28-2018	10-02-2018
SX21049040	Winchester Municipal Utilities Commission	Lynnway Drive Sewer Improvements, Phase II	Approved	Not Funded	3-5 Years	$413,000	Y	03-30-2015	06-05-2017
SX21049041	Winchester Municipal Utilities Commission	North Main Street Sewer Improvements	Approved	Not Funded	6-10 Years	$2,584,000	Y	03-30-2015	06-05-2017
SX21049042	Winchester Municipal Utilities Commission	West Washington Street Sewer Improvements	Approved	Not Funded	3-5 Years	$200,000	Y	03-30-2015	06-05-2017
SX21049043	Winchester Municipal Utilities Commission	Westmeade Outfall Sewer	Approved	Not Funded	6-10 Years	$648,000	Y	03-30-2015	06-05-2017
SX21049044	Winchester Municipal Utilities Commission	WMU - Strodes Creek WWTP Solids Processing Facility Improvements	Approved	Not Funded	0-2 Years	$3,000,000	N	01-03-2019	10-02-2018

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