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Water Treatment Facilities
Rural Water System #1 (RWS #1), Iowa’s first rural water system, was constructed in the mid‑1970s and now includes three treatment plants drawing from three water sources. Plant 1 uses the Hospers Well Field, a shallow alluvial aquifer near Sheldon, Iowa, while Plants 2 and 3 rely on shared groundwater sources near Sioux Center, Iowa, and Hudson, South Dakota. Due to the nature of the Hospers Well Field, Plant 1 was expected to eventually be classified as influenced groundwater (IGW), requiring more stringent treatment.
Need for Improvements
The IGW classification triggered a regulatory requirement for redundant filtration at Plant 1. Because Plant 1 supplies less than 20 percent of system demand, RWS #1 evaluated alternatives and selected a system‑wide solution rather than adding treatment at that location. Increasing capacity and redundancy at Plant 2 provided a more effective and flexible approach, strengthening overall system reliability and supporting future growth. DGR Engineering partnered with RWS #1 and the Iowa Department of Natural Resources to develop a compliant and strategic plan.
Solution and Outcome
At Plant 2, aging steel gravity filters—originally built in 1975 and expanded in 1992—were replaced to increase capacity from 1,850 gpm to 3,000 gpm and meet redundancy requirements. Horizontal pressure filters were selected to maximize the existing footprint and improve operational efficiency, including simplified ammonia removal. A phased construction approach maintained treatment capacity throughout the upgrade. The improvements delivered a cost‑effective, long‑term solution that enhanced reliability, met regulatory requirements, and advanced system capacity goals.
SLRW has been a trusted provider of safe drinking water for over 40 years, serving more than 2,000 customers across agricultural, residential, commercial, and industrial sectors, including bulk water sales to four communities. Historically, water treatment involved only chlorination due to the high quality of well water.
Increased system demand and the addition of new wells led to elevated iron and manganese levels, exceeding acceptable standards. This necessitated the construction of a new water treatment plant (WTP) to ensure continued compliance and service reliability.
The plant was designed with expansion in mind, including space for additional filters to meet future demand, especially given proximity to the growing Sioux Falls Metro Area. Construction occurred on the site of existing facilities. Strategic reuse of infrastructure minimized disruption and reduced costs.
Electrical system redundancy was built into the design, including separate motor control centers (MCCs) and redundant cabling, minimizing the likelihood of prolonged disruption to plant operations.
DGR Engineering worked closely with SLRW staff and leadership to determine optimal plant capacity and select treatment technologies aligned with operational preferences. The project emphasized long-term sustainability, operational flexibility, and strategic foresight.
The new WTP equips SLRW to meet current and future water quality standards, supports regional growth, and ensures reliable service for decades to come.
Faced with the challenge of expanding its treatment plant to meet growing demands, Osceola County Rural Water System (OCRWS) worked with DGR Engineering (DGR) to find an innovative solution. As a first step, the chemical feed operations were revamped, maximizing the capability of the existing facility. Yet, the plant still couldn’t keep up with the rising needs.
OCRWS considered a traditional WTP expansion to increase the capacity from 5.3 to 8.6 MGD, but a $10 million estimated cost prompted a search for a more cost-effective solution. Due to high levels of iron and manganese in the raw water, the existing filters experienced short filter run times at loading rates below the DNR’s allowed limits. DGR designed a pilot study using dual media (anthracite and silica sand) which increased filter loading rates by 25%. This would boost plant capacity to 7.0 MGD for a more manageable cost of $1.8 million.
Anthracite expands significantly more than silica sand during the backwash process. Consequently, the existing backwash troughs needed to be replaced to prevent the loss of the lighter anthracite media during the combined air and water backwash procedure. The OCRWS WTP comprises three distinct filtration units that have been constructed at different times over the course of 45 years. The replacement of the backwash troughs presented a considerable challenge in retrofitting new troughs into a multi-phase WTP. Thanks to a seamless collaboration among the contractor, OCRWS, and DGR, the construction proceeded efficiently, addressing one filtration unit at a time, and was successfully completed during a single off-peak season.
Project Approach
- Custom Alternatives: Worked with OCRWS to develop tailored solutions to meet system demands.
- Pilot Study: Developed and administered a pilot study to verify the effectiveness of the proposed solution.
- Funding and Permitting: Secured necessary funding and permits to commence construction.
- Construction Collaboration: Worked closely with OCRWS and contractor during construction to minimize operational impacts.
Challenges
- Hydraulic Capacity: Verified the hydraulic capacity of existing piping and treatment equipment to support increased treatment capacity.
- Equipment Installation: Overcame difficulties in installing new equipment within an existing building.
- Operational Continuity: Maintained water treatment plant operations during construction.
- Mudballing Issues: Addressed “mudballing” issues in existing filters by replacing clogged underdrain nozzles.
Project Solutions
- Media: Replaced 27″ of silica sand filter media with 12″ of anthracite and 18″ of silica sand.
- Media Coating: A manganese dioxide coating system was installed on the new filter media to improve manganese removal performance.
- Backwash Troughs: Replaced existing backwash troughs to allow the transition to dual media.
- Underdrain nozzles: Replaced existing media retaining underdrain nozzles in the older filters.
- Pre-procurement: Pre-procured equipment to save time during construction.
- Baffling: Replaced baffling in detention tanks to enhance iron oxidation with air
Ultimately, a capacity increase of 1.7 MGD was achieved by completing a project that cost $1.8 million.
The original Great Bend Water Treatment Plant was constructed in 1983 and the equipment had outperformed its useful life. Red Rock Rural Water System (Red Rock) faced a dilemma: rehab a nearly 40-year-old facility to extend its useful life, or start fresh by constructing a new facility. Red Rock worked with DGR Engineering to begin design of a new state-of-the-art water treatment plant that would provide continued growth opportunity for Red Rock’s next 40 years of operation.
Two new production wells were drilled and developed a total of 1,100 gpm of new capacity. Red Rock also wanted to incorporate operational improvements over the old treatment plant, including a dedicated office space with a fully functional master SCADA computer that can operate all components of the plant, as well as all other facilities in the water system. Pneumatically actuated valves on the filters are tied into the SCADA controls to automate the backwash process.
Two rapid infiltration basins were constructed to collect backwash water from the filters. The infiltration basins allow the backwash water to recycle back into the aquifer while filtered particles settle out on the surface of the basin.
The new Great Bend Water Treatment Plant went into full-time operation in May 2023. By the time the new facility went on-line, the original Great Bend treatment plant was functioning at only 60% of its designed capacity. Initially the new facility will operate at 1.2 million gallons per day (MGD) at a flow rate of 1,000 gpm.
The building is expandable to add future treatment equipment that can double the treatment capacity as water demands increase in the future. With three times more water available and enough annual water appropriation to operate at full capacity all year long, the new facility has become Red Rock’s primary water source.
New Water Treatment Plant
Vision Becomes Reality
Iowa Lakes Regional Water's Osgood Water Treatment Plant
Project Owner:
Iowa Lakes Regional Water
Key Experience:
- RD Water and Waste Disposal Loan and Grant Program Funding
- Piloted technology to prove concept
Key Features:
- Direct treatment reverse osmosis water treatment plant
- 750,000 gpd capacity, expandable to 2.25 MGD
- Utilizes shallow alluvial wells located approximately 2.5 miles away from the plant
- Membraned system provides a modular style construction that allows for easy expansion
Iowa Lakes Regional Water (ILRW) provides water service to small communities and nearly 5,000 rural residents in northwest Iowa. The ILRW system encompasses over 200 square miles of service area in all or parts of Dickinson, Emmet, Clay, Palo Alto, Buena Vista, Sac and Cherokee Counties in Iowa and Jackson County in Minnesota. Water demands within the ILRW system are diverse, from high residential and tourism demands in the Lake Okoboji and Big Spirit Lake areas in the northern part of the system, to rural residential and large agricultural demands in the remainder of the system.
The Lakes area of the ILRW system has experienced significant growth as it has become a popular tourism location for residents of the upper Midwest. As ILRW developed the Lakes Area, they initially purchased water from a municipal system that treated surface water from Lake Okoboji. This source was an economical option to get the new distribution system started, but recent changes in surface water treatment has led to rising treatment costs and challenges with increasing disinfection byproduct concentrations. ILRW had the goal to provide this area and other rural customers with a higher quality and more economical water source than what they received from their bulk sources. A new treatment plant, the "Osgood" water treatment plant, fulfilled that goal.
The development of the Osgood water source has been a goal of ILRW for decades. As ILRW developed the eastern side of its system, ILRW and DGR Engineering (DGR) worked together to design and install transmission capacity capable of incorporating the Osgood water source, knowing that the new WTP would be needed in the future. The three goals of the project were as follows: to gain independence from purchased water sources, to provide high quality water to existing customers, and to accommodate system growth.
The plant is located along the Des Moines River between Graettinger and Emmetsburg, Iowa. The well field is in a shallow alluvial aquifer approximately 40 feet deep located 2.5 miles east of the water treatment plant and on the eastern side of the Des Moines River. The water treatment plant is located on the western side of the river at a much higher elevation and out of the flood plain of the river. Osgood has a capacity of 750,000 gallons per day and is easily expandable to 2.25 MGD.
The project was developed using the United States Department of Agriculture Rural Development’s (RD) Water and Waste Disposal Loan and Grant Program, which has been the primary funding source for many ILRW projects. ILRW was able to obtain a loan and grant package from RD that enabled the project to be affordable to existing ILRW customers without having to raise rates.
All of ILRW's existing sources provided softened water, so it was prudent that any process considered incorporate softening. Hardness removal can be achieved through precipitation within conventional processes (lime softening), ion exchange, or non-conventional processes such as electrodialysis and membranes.
During the preliminary engineering report phase, ILRW and DGR evaluated three alternatives to achieve the treated water quality goals:
• Lime softening
• Nanofiltration/reverse osmosis (RO) with pretreatment
• Nanofiltration/reverse osmosis direct treatment
Many alternatives were considered but a direct treatment reverse osmosis water treatment plant was selected due to the lowest initial capital investment and ease of operation. The membraned system also provides a modular style construction that allows for easy expansion as system demands increase.
Reverse osmosis treatment without pretreatment for iron and manganese removal may not always be successful, so the technology was piloted to prove the concept would work. The pilot demonstrated that the water source was a great fit for direct treatment by reverse osmosis. In addition to iron, manganese, and hardness removal, softening membranes have an added benefit of removing other contaminants, such as nitrate, which is always a concern with shallow alluvial aquifers in agricultural settings. Nitrate levels are currently below the EPA's MCL, but test drilling showed elevated levels near the well field.
Not all membrane equipment suppliers are advocates of direct treatment, and so to ensure a successful project, ILRW decided to procure the membrane equipment prior to final design. The equipment procurement process allowed ILRW to make a selection of the equipment manufacturer based on qualifications, construction cost and operating costs, and allowed the equipment manufacturer to join the design team for final design.
The project was bid at the beginning of the pandemic (April 23, 2020) with very competitive bids. Six bids were received on the project with all bids being within 5.5-percent of the low bidder. The project was awarded to John T. Jones Construction Company on June 26, 2020, and substantial completion on the project was granted on January 25, 2022.
While direct treatment with softening membranes is not uncommon in and of itself, this project was unique in that it utilized shallow alluvial wells located approximately 2.5 miles away from the treatment plant. Due to the long raw water pipeline, ILRW and DGR determined that best practices would be to include a means to pig (clean the inner walls of pipes) the raw water pipeline in the final layout.
Based on the pilot water quality results and operating pressures, a hybrid skid was designed which utilized two different styles of membranes in each stage to target different contaminants. The RO skid was also designed for two half-sized trains on one frame to minimize the footprint and reduce overall capital costs. The half-sized trains allowed the plant to operate for a longer duration during low demand and minimize the amount of water wasted during the raw water pipeline flush period between startups/shutdowns. Thirdly, two treatment trains on one skid allowed for redundancy of the treatment equipment.
Treated water quality from the new Osgood WTP is summarized in the following table:

As indicated in the table above, the Osgood WTP produces high quality water for the customers of ILRW, a quality unmatched by most water systems. The water quality produced by Osgood is equivalent to the water quality produced by ILRW’s other water treatment plant, providing customers with consistent water quality regardless of water source. The consistent water quality has significantly reduced taste and odor complaints because the use of other bulk water sources has been significantly reduced. Osgood has reduced ILRW’s dependency on outside water sources, reduced operational costs, and set ILRW up to provide water for future demand growth.
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