WRIS SX21073085

About Us

Loan Programs

Loan Calculator

WRIS

Internet Mapping

WRIS Portal

System Data

Project Profile Data

Cleaner Water Program Funding

SRF Project Funding

Area Water Management Planning Councils

Downloadable Reports

Water Management Coordinators

ADD GIS Staff

Legislation
& Regulations

WRIS Contact

Don Schierer
502-892-3486
E-mail

Working...

Clean Water Project Profile:

This profile is currently locked (SRF Applicant).

View Map

Project Title:	FSD - Mero Flood Pump Station Renewal & Mero Sanitary Pump Stati
Project Number:	SX21073085	AWMPC:	BGADD
Funding Status:	Partially Funded	Date Approved by AWMPC:	10.16.2020
Project Status:	Approved	Primary County:	Franklin
Project Schedule:	0-2 Years	Planning Unit:	Unit 5
E-ClearingHouse SAI:		ECH Status:
Primary System:	KY0022861 Frankfort Sewer Department	ADD WMC Contact:	Karyn Leverenz
Legal Applicant:	City of Frankfort
Entity Type:	Incorporated City

Narrative
Applicant
AdministrationBudget
& Schedule
Impacts
ComponentsSustainable
Infrastructure
Audit
Map

Project Title:
FSD - Mero Flood Pump Station Renewal & Mero Sanitary Pump Stati

Project Description:
The Mero Street Flood Pump Station Renewal and Mero Sanitary Pump Station Relocation is designed to mitigate future hazards, build resiliency and awareness within the community, and generate ancillary environmental and community benefits by achieving several goals. The Mero Flood Pump Station’s aging pumps will be renewed to reduce the probability of failure which would result in flooding in downtown Frankfort. The Mero Flood Pump Station renovation will consist of replacing the existing three (3) pumps with capacities of 28,000 gpm and 350 HP induction motors with three (3) new 28,000 gpm vertical turbine, single stage pumps with new 350 HP induction motors and an automatic grease system for each pump. Additional improvements to the flood pump station will consist of replacing worn/rusted components within the facility; architectural improvements to the interior as well exterior façade of the building to reflect the adjacent Frankfort architectural fabric; installing a new primary unit electrical substation and transformer; replacement of electric Controls and replacing interior and exterior lighting with LED technology and energy efficient luminaries. The Mero Sanitary Pump Station was constructed in 1951 and according to the City of Frankfort’s Long Term Control Plan (LTCP), is one of the most critical facilities in the city’s combined sewer system (CSS) which is associated with one of the largest combined sewer overflows (CSO) in the city. The Mero Sanitary Pump Station is a critical large sanitary pump station that experiences operation difficulties associated with its location on the river side of the flood control levee, which results in CSOs when flood conditions inundate the pump station. Due to the age and critical nature of this important sanitary pump station, the city seeks to relocate the sanitary pump station to the protected side of the flood control levee to protect the critical facility from a 100-year riverine flood event. Sanitary flow will enter the proposed sanitary pump station through an mechanical bar screenr. The pump station will operate with two (2) 2,500 GPM pumps under normal sanitary flow conditions. A third 2,500 GPM pump will come online during and after rain events when the station experiences higher flows. The existing gravity sewer flow will be redirected by intercepting the existing 18-inch vitrified clay sewer piper prior to the levee and a combination of 185 LF of new 18" sewer, 50 LF of 21" sewer, and 10 LF of 36" sewer will be installed connecting the proposed sanitary pump station to the existing collections system.. The bore and jack under the levee is subject to Corps of Engineers approval. The new pump station will discharge into two existing and one proposed force mains. Three new 14-in force mains will begin at the proposed pump station valve vault and will be installed through the levee and connect directly into 2 existing 14” force mains on the river side of the levee. The existing 14"" force mains will be reused from the proposed connection point to their current discharge point across the river. The third 14” force main will be constructed from the proposed pump station to the discharge structure near the intersection of Kentucky Avenue and 1000 Kentucky Ave for a length of approximately 4505 LF. This will require approximately 1225-ft of directional bore under the Kentucky River. The proposed sanitary pump station will have a semi-intensive green roof on two levels including roof access from within the electrical room of the pump station, and OSHA approved fall protection. The generator shelter roof will be designed with solar panels incorporated into the structural loads. These solar panels will provide electrical power to the on site lighting. The site will also be provided with an informational signage to explain the benefits of green roofs and solar panels.

Need For Project: Briefly describe how this project promotes public health or achieves and/or maintains compliance with the Clean Water Act or Safe Drinking Water Act:
The intent of this project is to lessen the frequency and severity of flooding and decrease predicted flood damages associated with the potential failure of the Flood Pump Station within the Mero basin. Additionally, the project aims to eliminate predicted sewage damages associated with the potential failure of the Sanitary Pump Station. Lastly, the project will result in a large reduction of combined sewer overflows within the City of Frankfort’s Mero Basin, assisting the city with meeting environmental goals and compliance requirements set forth in The Frankfort Sewer Department’s Long Term Control Plan. The Project will rehabilitate the existing Mero Flood Pump Station and relocate the Mero Sanitary Pump Station. The Mero Flood Pump Station and Mero Sanitary Pump Station provide critical flood protection and wastewater management services to commercial, residential, and government facilities in downtown Frankfort. This Project will reduce the potential for flooding from runoff and combined sewer overflows (CSOs) by upgrading the flood pump station and relocating the sanitary sewer pump station to the protected side of the levee. The Mero Flood Pump Station was constructed in 1970 and is one of the largest flood pump stations in the City of Frankfort’s Flood Protection System and protects the downtown area, including important government office buildings and archives from flooding as well as 168 commercial properties and 333 residences. Noteworthy buildings and offices include: The Kentucky Historic Society: Old State Capital, Historic Governor's Mansion, The Cabinet for Economic Development, Kentucky Transportation Cabinet, and the U.S. Federal Highway Administration. Due to the age and critical nature of this important flood pump station, the city seeks to rehabilitate the flood pump station with new pumps and electrical systems to ensure flood protection from larger storm events and to provide the community with another 50-years of service life. One of the city’s goals is to foster innovative solutions as pa

Project Alternatives:

Alternate A:

Note: If project includes the construction of a new treatment plant or upgrade to existing plant, please explain regionalization options here.

New Combined Flood and Sanitary Pump Station This alternative involves the demolition of the existing flood pump station structure as well as the existing 36-inch flood pump discharge pipes and force mains. Alternative A involves crossing the West Frankfort Connector with two 72-inch RCP pipes which would significantly interfere with traffic during construction. This option would result in all new equipment and structures for the City to own and operate. This is significantly more costly than the proposed s

Alternate B:

No Action Alternative This "no action alternative" involves continued operation of the existing Mero Street Flood Pump Station and the existing Mero Street Sanitary Pump Station "as is" without any updates, renovation, or improvements. This alternative will result in continuing to operate a 50-year-old flood pump station with original pumps, motors and electrical system which is not advisable as this equipment has reached the end of its useful life based on typical life expectancy for this type of equipment

Entity Information
Entity Type:	Incorporated City
Entity Name:	City of Frankfort
PSC Group ID:
Office EMail:	cmaxwell@frankfort.ky.gov
Web URL:
Office Phone:	502-875-8500	Fax:	502-875-8502

Entity Address Information
	Mail Address	Physical Address
Address Line 1:	315 W Second St PO Box 697
Address Line 2:
City, State Zip:	Frankfort , KY 40602

Entity Contact Information
Contact Type	Name	Title	EMail	Phone	Cell
Business Contact:	Chermie Maxwell	City Clerk	cmaxwell@frankfort.ky.gov	502-875-8534
Authorized Official:	Layne Wilkerson	Mayor	lwilkerson@frankfort.ky.gov	502-875-8500

Information Source:	Kentucky Department for Local Government
Date Last Modified:	04.27.2024

Project Administrator (PA) Information

Name:	Kenny Hogsten
Title:	Director of Sewer Operations
Organization:	City of Frankfort Sewer Departmet
EMail:	khogsten@frankfort.ky.gov
Phone:	502-587-5244 Fax:
Address Line 1:	1200 Kentucky Ave
Address Line 2:
City, State Zip:	Frankfort , KY 40601

Applicant Contact (AC) Information

Name:	Michael C Hesse
Title:	Design Engineer
Organization:	Frankfort Sewer Department
EMail:	mhesse@frankfort.ky.gov
Phone:	502-229-6313 Fax:
Address Line 1:	1200 Kentucky Ave
Address Line 2:
City, State Zip:	Frankfort , KY 40601

Project Engineer (PE) Information

This project requires a licensed Professional Engineer.

A Professional Engineer has been procured for this project.

Licensed Engineer Information

License Number:	PE 26127
PE Name:	Kurt Anton Zehnder
Firm Name:	Hazen and Sawyer, P.S.C.
Address Type:	Work
Address Line 1:	230 Lexington Green Cir
Address Line 2:	Suite 520
Address Line 3:
City, State Zip:	Lexington , KY 40503
License Status:	Current	Disciplinary Actions:	No
Issue Date:	06.18.2008	Expiration Date:	06.30.2026

Phone:	859∙219∙1126 Fax:
EMail:	kzehnder@hazenandsawyer.com

Engineering Firm Information
Permit Number:	2263
Firm Name:	Hazen and Sawyer, P.S.C.
Phone:	212∙539∙7077 Fax:
Web URL:	http://www.hazenandsawyer.com/
E-Mail:	cyuen@hazenandsawyer.com
Address Line 1:	498 Seventh Avenue, 11th Floor
Address Line 2:
City, State Zip:	New York , NY 10018
Issue Date:	04.28.2005	Expir. Date:	12.31.2024
Permit Status	Current	Disciplinary Actions	No

Estimated Budget As-Bid Budget

Project Cost Categories
Cost Category	Cost
Administrative Expenses:	$1,233,000
Legal Expenses:	$20,000
Land, Appraisals, Easements:	$20,000
Relocation Expense & Payments:
Planning:	$351,450
Engineering Fees - Design:	$1,681,167
Engineering Fees - Construction:	$258,110
Engineering Fees - Inspection:	$260,400
Engineering Fees - Other:
Construction:	$18,500,000
Equipment:
Miscellaneous:
Contingencies:	$1,675,873
Total Project Cost:	$24,000,000

Construction Cost Categories
Cost Category	Cost
WWTP Secondary Portion:
WWTP Advanced Portion:
Inflow & Infiltration Correction:	$2,000,000
Major Sewer Rehabilitation:
Collector Sewers:
Interceptor Sewers, including Pump Stations:	$13,000,000
Combined Sewer Overflow Correction:	$3,400,000
NPS Urban:
Non-Categorized Cost:	$100,000
Total Construction Cost:	$18,500,000

Total Sustainability Costs:	$21,570,000

Note:

Sustainability costs are included within other costs
reported in this tab. This breakout, when provided,
is for SRF review purposes.

Project Funding Sources

Total Project Cost:	$24,000,000
Total Committed Funding:	$9,340,000
Funding Gap:	$14,660,000	(Partially Funded)

This project is requesting SRF funding.

Funding Source	Loan or Grant ID	Fiscal Year	Amount	Status	Applicable Date
KIA SRF Fund A Loan (CW)	A23-028	2023	$25,000,000	Expired	05-17-2022
KIA SRF Fund A Loan (CW)	A24-073	2024	$5,560,000	Ranked	06-12-2023
FEMA		2024	$9,340,000	Committed	04-01-2023
KIA SRF Fund A Loan (CW)	A25-021	2025	$11,460,000	Ranked	04-25-2024
Local		2023	$300,000	Anticipated
FEMA		2023	$1,200,000	Anticipated
Local		2024	$100,000	Anticipated
Total Committed			$9,340,000

Funding Source Notes

Estimated Project Schedule

Facility Plan Approval Date:

08.01.2024

Estimated Environmental Review Submittal Date:	04.01.2024
Estimated Bid Date:	12.01.2024
Estimated Construction Start Date:	02.01.2025
Estimated Construction Completion Date:	04.01.2026

The following systems are beneficiaries of this project:

KY0022861

Frankfort Sewer Department

Checked box indicates primary system for this project.

Project Ranking by AWMPC:

Regional Ranking(s):
Planning Unit Ranking:
Total Points:

Plans and Specifications:

Plans and specs have been sent to DOW.

Plans and specs have been reviewed by DOW.

Plans and specs have been sent to PSC.

Plans and specs have been reviewed by PSC.

Economic Impacts
Jobs Created:
Jobs Retained:

MHI Basis:

Demographic Impacts (GIS Census Overlay)
Serviceable Demographic	Project Area	Included Systems	Included Utilities
Population:		36,149	36,149
Households:		17,617	17,617
MHI:		$60,521	*$60,521
MHI MOE:		$6,236	$6,236
MOE as Percent:		10%	10%
**NSRL:		0	0

Population and household counts are based on the 2020 Census DEC Redistricting Data (PL 94-171) dataset.

Median Household Income (MHI) Source: American Community Survey 2018-2022 5 Yr Estimates (Table B19013 *(for the primary system operated by the above listed beneficiary utilities).

MHI MOE = Med HH Income Margin of Error.

** NSRL (Non-Standard Rate Levels):
  0 = Greater than or equal to Kentucky MHI (KMHI).
  1 = Between 80% KMHI and KMHI (exclusive).
  2 = Less than or equal to 80% KMHI.
  - KMHI = $60,183
  - 80% KMHI = $48,146

New Customers
New Residential Customers:
New Commercial Customers:
New Institutional Customers:
New Industrial Customers:

New or Improved Service
Service Demographic	Survey Based	Census Overlay*
To Unserved Households:
To Underserved Households:	333
To Total Households:	333
**Cost Per Household:	$72,072

*	GIS Census block overlay figures are estimates of population and households potentially served by systems and projects based on a proximity analysis of relevant service lines to census block boundaries published for the 2010 SF1 dataset.
**	Cost per household is based on surveyed household counts, not GIS overlay values.

Geographic Impacts
For Project Area

Counties

Franklin

Legislative Districts

District Name	Legislator
House 057	Derrick Graham
Senate 20	Gex Williams
Congressional 1	James Comer

Groundwater
Sensitivity
Zones

HUC 10 Watersheds

HUC 10 Code	Watershed Name
0510020515	Cedar Creek-Kentucky River

Potential Impaired Watershed Designations

303d	305b	Priority Watershed	Special Use Waters	Exceptional Use Waters
No	Yes	Yes	Yes	Yes

Note:

Impaired Watershed Designations only indicate that mapped components for this project lie within a HUC-12 watershed boundary containing impaired waterbody features. An affirmative indication for any designation will require a detailed analysis of the project to determine if any of the proposed project components will actually have a positive impact on the relevant impaired features.

Geographic Impacts
For Included System(s)

Counties

Franklin

Woodford

Legislative Districts

District Name
House 056	Daniel Fister
House 057	Derrick Graham
Senate 12	Amanda Mays Bledsoe
Senate 20	Gex Williams
Congressional 1	James Comer
Congressional 6	Andy Barr

CW Specific Impacts:

Wastewater Volumes (MGD):

For this project:	0.085
For included system(s):	24.000
Reduced by this project:

Other CW Specific Impacts:

This project provides regionalization and/or consolidation of wastewater treatment systems.

This project will eliminate a package treatment plant that is more than 25 years old.

This project will eliminate a package treatment plant that has received notices of violations within the last two state fiscal years (July through June).

This project includes an on-site mound, and/or decentralized WW treatment system.

This project is necessary to achieve full or partial compliance with a court order, agreed order, or a judicial or administrative consent decree.

Agreed Order Number: CWA-04-2008-4785

This project includes components to achieve compliance with a federal consent decree.

Consent Decree Number: 07-CI-1243

Primary system has not received any CWA Notices of Violation within the previous state fiscal year (July through June).

This project is consistent with the approved facility plan.

This project will have a positive impact on drinking water sources within a 5 mile radius.

Planning Needs:

Combined Sewer Overflow (CSO) Correction.

Sanitary Sewer Overflow (SSO) Correction.

Replacement or Rehabilitation of Aging Infrastructure.

New Treatment Plant.

New Collector Sewers and Appurtenances.

Decentralized Wastewater Treatment Systems.

Upgrade to Advanced Treatment.

This project addresses PFAS or other emerging contaminants.

Rehab/Upgrade/Expansion of Existing Treatment Plant.

New Interceptor Sewers and Appurtenances.

Stormwater Control.

Non-Point Source (NPS) Pollution Control.

Recycled Water Distribution.

Planning

Other (specify):

Project Inventory (Mapped Features):

Point Features:

DOW PermitID	Count	FeatureType	Purpose	Status	Existing Capacity	Proposed Capacity	Units
KY0022861	1	LIFTSTATION		REHAB - CSO	2,500.00	3,000.00	GPM
KY0022861	1	LIFTSTATION	ENERGY EFF - PUMP EFFICIENCY	NEW		3,000.00	GPM
KY0022861	1	LIFTSTATION	ENERGY EFF - PUMP ELIMINATION	ELIMINATE	2,500.00	3,000.00	GPM
KY0022861	1	MANHOLE	ENERGY EFF - I & I FLOW REDUCTION	NEW			EA
KY0022861	1	MANHOLE	ENERGY EFF - VFD DEVICE	NEW			EA
KY0022861	1	SCADA	ENERGY EFF - SCADA	NEW			EA

Linear Features:

DOW Permit ID	Line Type	Purpose	Activity	Size (in.)	Material	Length (LF)
KY0022861	GRAVITY	COLLECTOR	STORMWATER CONTROL			693
KY0022861	GRAVITY	INTERCEPTOR				3,366
					Total Length	4,059

Administrative Components:

The following administrative components are included in this project:

Planning

Sewer System Evaluation Survey Report

Design

Construction

Management

Audits on Record
Associated With Applicant

Audit Year	Entity Name	Entity Relationship
2022	Frankfort, City of	Parent
2021	Frankfort, City of	Parent
2020	Frankfort, City of	Parent
2022	Frankfort Plant Board	Child
2021	Frankfort Plant Board	Child
2020	Frankfort Plant Board	Child

Water Treatment Plants Eliminated:

This project includes the elimination of water treatment plant(s).

Sanitary Sewer Components:

This project includes a new wastewater treatment plant.

This project includes an expansion of an existing wastewater treatment plant.

This project includes rehabilitation of an existing wastewater treatment plant.

This project includes upgrades to an existing wastewater treatment plant.

This project includes rehabilitation or replacement of aging infrastructure.

This project includes new collector sewers.

This project includes new interceptor sewers.

This project includes elimination of existing sewer system components.

Security Components:

This project includes cyber-security components.

Green
InfrastructureWater
EfficiencyEnergy
EfficiencyEnvironmentally
InnovativeAsset
Management

Green Infrastructure:

Green stormwater infrastructure includes a wide array of practices at multiple scales that manage wet weather and that maintains and restores natural hydrology by infiltrating, evapotranspiring and harvesting and using stormwater. On a regional scale, green infrastructure is the preservation and restoration of natural landscape features, such as forests, floodplains, and wetlands, coupled with policies such as infill and redevelopment that reduce overall imperviousness in a watershed. On the local scale, green infrastructure consists of site and neighborhood-specific practices, such as:

Component		Cost
Item 1:	Implementation of green streets.
Item 2:	Wet Weather management systems for parking areas.
Item 3:	Implementation of comprehensive urban forestry programs.
Item 4:	Stormwater harvesting and reuse.
Item 5:	Downspout disconnection.
Item 6:	Comprehensive retrofit programs designed to keep wet weather discharges out of sewer systems.	$10,000,000
Item 7:	Establishment or restoration of riparian buffers, floodplains, wetlands or other natural features.	$6,500,000
Item 8:	Management of wetlands.
Item 9:	Purchase of land or easements on land that has a direct benefit to water quality.
Total Cost:		$16,500,000

* Indicates a business case may be required for this item.

If any box(es) above are checked, please describe each below.

Total cost is actually $25,000,000. With the relocation of the Mero Sanitary Pump Station to inside the Floodwall, it allows for collected wastewater to be treated during a stormwater flooding event, and minimize the amount of CSO discharge to the Kentucky River through the Flood Pump Station.

Water Efficiency:

The use of improved technologies and practices to deliver equal or better services with less water. Water efficiency encompasses conservation and reuse efforts, as well as water loss reduction and prevention, to protect water resources for the future. Examples include:

Component		Cost
Item 1:	Installing or retrofitting water efficient devices such as plumbing fixtures and appliances (toilets, showerheads, urinals).
Item 2:	Installing any type of water meter in previously unmetered areas (can include backflow prevention if in conjunction with meter replacement).
Item 3:	Replacing existing broken/malfunctioning water meters with AMR or smart meters, meters with leak detection, backflow prevention
Item 4:	Retrofitting/Adding AMR capabilities or leak equipment to existing meters.
Item 5:	Developing water audit and conservation plans, which are reasonably expected to result in a capital project.
Item 6:	Recycling and water reuse projects that replace potable sources with non-potable sources (Gray water, condensate, and wastewater effluent reuse systems, extra treatment or distribution costs associated with water reuse).
Item 7:	Retrofit or replacement of existing landscape irrigation/agricultural systems to more efficient landscape/agricultural irrigation systems (rain and moisture sensing equipment)
Item 8:	Water meter replacement with traditional water meters.*
Item 9:	Projects that result from a water audit or water conservation plan.*
Item 10:	Storage tank replacement/rehabilitation to reduce water loss.*
Item 11:	New water efficient landscape/agricultural irrigation system, where there currently is not one.*
Total Cost:

* Indicates a business case may be required for this item.

If any box(es) above are checked, please describe each below.

Energy Efficiency:

Energy efficiency is the use of improved technologies and practices to reduce the energy consumption of water projects, use energy in a more efficient way, and/or produce/utilize renewable energy. Examples include:

Component		Cost
Item 1:	Renewable energy projects such as wind, solar, geothermal, and micro-hydroelectric, and biogas combined heat and power systems that provide power to a POTW.	$50,000
Item 2:	POTW-owned renewable energy projects.
Item 3:	Collection system infiltration/inflow (I/I) detection equipment.
Item 4:	POTW energy management planning, including energy assessments, energy audits, optimization studies, and sub-metering of individual processes to determine high energy use areas
Item 5:	Projects that achieve a reduction in energy consumption (pumps, motors).*
Item 6:	Projects that cost effectively eliminate pumps or pumping stations.*
Item 7:	I/I correction projects that save energy from pumping and reduced treatment costs.*
Item 8:	I/I correction where excessive groundwater infiltration is contaminating the influent requiring otherwise unnecessary treatment processes.*
Item 9:	Replacing old motors with premium energy efficiency motors.*	$10,000
Item 10:	Upgrade of POTW lighting to energy efficient sources.*
Item 11:	SCADA systems where substantial energy savings can be demonstrated.*
Item 12:	Variable Frequency Drive (VFD) controllers where substantial energy savings can be demonstrated.*
Total Cost:		$60,000

* Indicates a business case may be required for this item.

If any box(es) above are checked, please describe each below.

The proposed system will have gates and flow monitoring integrated into a SCADA system connected to the FSD WWTP. These SCADA controls will allow plant operators to operate the system more efficiently and not waste addition personnel hours, equipment and energy operating the flood pump station 24/7 while in operation. The current system does not include VFDs and without SCADA the motors start at 100%. This has caused brown outs in the area, and is not an efficient way to operate the system.

Environmentally Innovative Projects:

Environmentally innovative projects include those that demonstrate new and/or innovative approaches to delivering services or managing water resources in a more sustainable way. Examples include:

Component		Cost
Item 1:	Total integrated water resources management planning likely to result in a capital project.
Item 2:	Utility sustainability plan consistent with EPA’s sustainability policy.
Item 3:	Greenhouse gas inventory or mitigation plan and submission of a GHG inventory to a registry as long as it is being done for an SRF eligible facility.
Item 4:	Planning activities by a POTW to prepare for adaptation to the long-term effects of climate change and/or extreme weather.	$10,000
Item 5:	Construction of US Building Council LEED certified buildings, or renovation of an existing building on POTW facilities.
Item 6:	Decentralized wastewater treatment solutions to existing deficient or failing onsite wastewater systems.
Item 7:	Constructed wetlands projects used for municipal wastewater treatment, polishing, and/or effluent disposal.*
Item 8:	Projects that result from total/integrated water resource management planning consistent with the decision criteria for environmentally innovative projects and that are CWSRF eligible.*	$5,000,000
Item 9:	Projects that facilitate adaptation of POTWs to climate change identified by a carbon footprint assessment or climate adaption study.*
Item 10:	POTW upgrades or retrofits that remove phosphorus for beneficial use, such as biofuel production with algae.*
Item 11:	Projects that significantly reduce or eliminate the use of chemicals in wastewater treatment.*
Item 12:	Treatment technologies that significantly reduce the volume of residuals, generation of residuals, or lower the amount of chemicals in the residuals.*
Item 13:	Educational activities and demonstration projects for water or energy efficiency.*
Item 14:	Projects that achieve the goals/objectives of utility asset management plans.*
Item 15:	Sub-surface land application of effluent and other means for groundwater recharge, such as spray irrigation and overland flow.*
Total Cost:		$5,010,000

* Indicates a business case may be required for this item.

If any box(es) above are checked, please describe each below.

Costs for Item 8 are $5,010,000. Planning activities by a POTW to prepare for adaptation to the long-term effects of climate change and/or extreme weather. This project conveys a large portion of FSD's system from some of the oldest areas of the city to the WWTP. Over the last five years, FSD has seen an increase in the intensity of wet weather events. The sizing of this system takes into account the long term effects of climate change to the WWTP. This project is the included within FSD's Long Term Control Plan.

Asset Management:

If a category is selected, the applicant must provide supporting documentation in PDF format to substantiate claims.

Asset Management Components

Last Rate Adjustment Date:	07.01.2018 Download Fee Schedule
Rate Adjustment Age (months):	66

System’s monthly water bill, based on 4,000 gallons, as a percentage of MHI:

0.85%

The system has an Asset Management Plan (AMP).

Note: AMP scoring credit requires at least one of the following components:
	The AMP includes an Asset Inventory.
	The AMP includes a Strategic Plan.
	The AMP includes a Capital Improvement Plan.
Download Supporting Document

The system(s) involved in this project have specifically allocated funds for the rehabilitation and replacement of aging and deteriorating infrastructure.

Download Supporting Document

If any box(es) above are checked, please describe each below.

FSD's sewer system has a three part CIP management system including asset management plan, integrated GIS, and Lucity (an electronic reporting, and documentation system) for logging repair and replacement work within the sanitary collection system. Using these three systems FSD annually prioritizes the mapped collection systems areas that are likely to fail or in high need of replacement. After a analysis of high priority (highest risk of failure) is completed, the identified projects are planned, funds are allocated in the annual budget for each project, and the projects are completed.

Activity	Date
Profile Created:	10.12.2020
Profile Last Modified:	02.20.2024
General Info Last Modified:	11.10.2020
Narrative Last Modified:	02.20.2024
Admin Info Last Modified:	03.13.2023
Budget Info Last Modified:	02.20.2024
Impacts Info Last Modified:	10.04.2023
Plans & Specs Info Last Modified:
Components Info Last Modified:	10.12.2020
GIS Last Modified:	10.20.2023

The profile is complete.

Direct viewing of map content is no longer available in this tab.

Click Here to view this map in a separate browser tab or window.