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WaterOperator.org Blog

WaterOperator.org Staff Interviews Illinois Small Systems

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This past year, WaterOperator.org program director Steve Wilson and his staff were out and about in rural Illinois talking to water and wastewater operators about their struggles as well as their strategies. The interviews were part of a ISAWWA Small Systems Committee (SCC) initiative to bring to light the significant challenges encountered by small systems across the state. 

The results of these interviews were published as a series of eight articles entitled "Putting the Focus on Small Systems" in the Fall 2017 edition of ISAWWA's Splash magazine. Each article describes the unique challenges encountered by a specific system.

In the small town of Monticello, for instance, water works manager Scott Bailey (shown above with WaterOperator staff member Alison Meanor) describes how he manages an aging distribution system while tackling arsenic compliance issues. And in the small communities of Beason and Chestnut, Chair of the Water District Board Mark Carlin shares how the board proactively reached out to RCAP staff for help with funding much-needed infrastructure improvements. 

Many thanks to the operators, board members, technical assistance providers and government officials who agreed to meet with us and talk about their systems!  

How are States Using Drinking Water Revolving Fund Set-Asides?

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Question: What do the following small system programs have in common? 

  • A small system electronic asset mapping project in Nevada
  • Free consolidation assessments and facilitations in Texas
  • New equipment to help with energy efficiency audits in Utah
  • A licensed operator internship program in New Jersey

Answer: They were all funded with Drinking Water State Revolving Fund set-asides.

While there are many critical infrastructure needs the DWSRF program addresses across the nation, sometimes valuable non-infrastructure opportunities such as these can get lost in the shuffle. A new analysis from the EPA is helping shine a light on the wide variety of capacity-development projects funded via set-asides that have been implemented across the country. Taking a look at this analysis is particularly helpful if state-level decision-makers need ideas about how to use set-aside funding, or have questions about set-aside funding in general. 

Using data from state DWSRF plans and capacity development reports, the analysis can help answer these needs and questions. It shows that states are using set-aside funding in the following nine (9) areas: Training and Technical Assistance, Financial Management and Rate Studies, Source Water Protection, Program Implementation (Capacity Development), Water and Energy Efficiency, Partnerships, Data Management, and Emerging Contaminants. What is important to note here is that there is a large amount of flexibility inherent in the program, which is a great thing when you are looking for ways to support important capacity-building programs in your own backyard.

  

What exactly is a set-aside fund? According to the EPA, set-asides are portion of each state's annual capitalization grant that support water system capacity, operator certification, source water protection, and training/technical assistance to PWSs. Set-aside funding cannot be used for water system infrastructure projects. Instead, the set-asides support "activities necessary to ensure safe and affordable drinking water by: (1) providing states with flexible tools to assist water systems with training, technical assistance and pre-construction activities; and (2) extending and enhancing the impact of DWSRF funding by ensuring that water systems have the technical, managerial and financial capacity to obtain a loan and to effectively maintain their resources." States can take up to approximately 31 percent of their capitalization grant for set-aside funding. 

Each state can develop its own funding balance between infrastructure and non-infrastruture DWSRF loans, and this balance can change year-to-year. Finally, states should review their Public Water Supply System Program priorities on a regular basis to determine the effectiveness of set-aside usage. Happy planning! 

Featured Video: Formulate Great Rates

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If you're a utility manager or a member of a water utility board, there's a good chance you've had to deal with utility rates at some point. If not, there's an even better chance that a rate-setting conversation is in your future. As the nation's infrastructure ages, many communities are coming to terms with the fact that their utility rates have been too low to allow for replacement costs. Whether you've been forced into an expensive repair by a catastrophic failure or simply know a major piece of your infrastructure is living on borrowed time, you may have no choice but to consider a rate hike and other fundraising measures. But even if your position is not that dire, utility rates have to respond to many complex factors including inflation, fluctuations in number of customers, and changing water treatment standards.

If the whole thing sounds overwhelming, you're not alone. The Rural Community Assistance Partnership (RCAP) has produced several resources to guide utilities through this process. Their handbook Formulate Great Rates provides guidance for small communities that need to conduct water system rate studies. They also recorded a 2-part companion webinar for the handbook, the first video of which is linked below. The webinars are presented by RCAP experts with experience in rate-setting and help explain some of the more challenging sections of the handbook. This first webinar is about half an hour long.


Formulate Great Rates: A webcast on setting rates in small-community utilities (Part 1) from RCAP on Vimeo.

If you need more help understanding the handbook, or need a hand with rate-setting in general, RCAP's regional partners offer technical assistance for rural communities. You might also want to check out the Environmental Finance Center's rate dashboards.

Common Distribution System Deficiencies

This article was first published in the Winter 2012 issue of Spigot News, the Ohio EPA's drinking water program newsletter. Many thanks for allowing us to republish it! You may also be interested in the articles Common Source Water Deficiencies and Common Treatment Deficiencies

This article is a continuation of the series on common deficiencies, covering source, treatment and distribution deficiencies. This article covers different aspects of the distribution system, including cross-connection, backflow, depressurization events, water age and infrastructure deterioration. 

Cross-connection
A “cross-connection” occurs in areas of the plumbing system where non-potable water comes in contact with potable water. There are two types of cross-connections: direct and indirect cross-connections. 

Direct cross-connections – the potable system is permanently connected to a non-potable system (for example a submerged inlet pipe for a chemical feed system). 

Indirect cross-connections – there is a potential for a connection of the potable system to a non-potable system (for example, a garden hose connected to an outside hose bid without a vacuum breaker or a bidet with a douche sprayer or jet that fills the bowl below the rim). 

Establish cross-connection control ordinances for municipalities with diligent inspections of new and existing plumbing to prevent possible cross-connection issues. These issues may be identified during a sanitary survey or when real estate is bought and/or sold within the municipality. 

Backflow and Backsiphonage
A “backflow event” is when non-potable water is forced by pressure into the potable water supply due to a direct cross-connection. All distribution systems must maintain a minimum pressure of 20 psig and a 35 psig working pressure during all water demands including fires. Distribution systems that fall below these minimum pressures may experience a backflow event if an overpowering pressure differential is experienced by a competing cross-connection within the system. 

A “backsiphonage event” is when water flows backward in the water distribution system from a vessel or other contamination source because the distribution system has lost, created or reduced pressure. 

Backflow devices (backflow preventers, double check valves, testable reduced pressure zone device, etc.) are required on certain businesses that pose the most threat to a potable water system, but municipalities can require all businesses and homes within their jurisdictions to install and inspect backflow devices every 12 months. Another preventative measure may be to conduct a hydraulic assessment of the distribution system to identify those areas at most risk of a backflow event. Once identified, these areas can be targeted for improvement.  

Depressurization Events
System-wide depressurization events are rare but can occur when mains break or electrical power is lost. When an event occurs, it is strongly recommended to issue a boil alert to those affected. Public water systems can issue a boil alert without consulting Ohio EPA, but boil alerts that affect a major portion of the distribution system must be reported within 24 hours. The municipality may lift voluntary boil alerts after the system is pressurized and the designated operator clears the system for providing drinking water. (Editor's Note: Please see your state agency for reporting requirements that affect you.)

The best way to avoid a depressurization is to keep the water and power flowing. When all power is lost through the electrical grid an alternate source of energy that will run the treatment plant and the distribution system critical components, such as a generator, is an excellent choice. 

Water main breaks are resolved by isolating the break quickly while maintaining water pressure to the rest of the system. This approach works well when all valves are accurately identified and working properly. A valve exercising program identifies the valves and keeps them working correctly in case they are needed. 

Water Age
The issues related to water age are directly attributable to water quantity and quality needs. These vital needs are always in conflict because quantity objectives dictate excessive storage issues while quality strives to minimize storage time while maintaining appropriate disinfectant residuals. Public water systems must strike a balance to minimize water age, effectively limit the formation of disinfection by products (DBPs) such as HAA5s and TTHMs, and keep disinfectant residuals within regulatory limits. 

A Distribution System Optimization Plan (DSOP) offers a mix of options for public water systems to meet quantity and quality standards by optimizing treatment and storage capabilities. OAC Rule 3745-81-78 (Note: This is now a rescinded Ohio regulation.) details the DSOP requirements and options. For more on sanitary surveys for small water systems, read Preparing for a Sanitary Survey for Small Public Water Systems.