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Kearney council hears utility growth study outlining sewer, water capacity and priorities

3303593 · May 13, 2025
AI-Generated Content: All content on this page was generated by AI to highlight key points from the meeting. For complete details and context, we recommend watching the full video. so we can fix them.

Summary

City staff and consultants presented a utility growth study showing available wastewater capacity, projected service area, priority trunk-main projects and a multi‑million dollar needs list; council took no formal action.

Kearney City Council heard a presentation on the city’s Utility Growth Study that reviewed water and sanitary‑sewer infrastructure, current capacity and long‑range project priorities; no action was required or taken.

The study, presented to council by city staff and consultants, described the city’s wastewater treatment plant average daily flow at about 3.8 million gallons per day (MGD) and a permitted treatment capacity of 5.9 MGD. Consultant Chris Miller of Miller & Associates told council the plant has a designed hydraulic capacity of about 18 MGD and that, “about 90% is when you start planning” for expansions; he said the city’s current usage implies room for growth before major treatment expansion is required.

Why it matters: the presentation tied development potential to sewer gravity mains and trunk capacity and listed several multi‑million‑dollar projects that would relieve full trunk lines and open large areas for development. Craig Bennett (presenter/staff) summarized the study’s planning purpose: “Sanitary sewer, my favorite, because nothing develops without sanitary sewer.” The study also mapped the city’s pressure zones, well fields and water towers and flagged places where redundancy is limited.

Key findings and priorities - Wastewater: average flow ~3.8 MGD; plant permitted at 5.9 MGD; hydraulic capacity designed to 18 MGD, giving headroom for future expansion with additional treatment work. Chris Miller said typical planning starts when discharge or hydraulic capacity reaches roughly 90%. - Service area: the study compared 1990s service footprints to 2025 and reported roughly 1,500 developed acres created by the 1990s sewer buildouts; current service area figures discussed in the presentation showed near‑term and long‑range developable corridors tied to existing trunk mains. - Capital projects: consultants identified trunk‑main extensions and lift‑station eliminations as priorities. Example project estimates mentioned in the presentation included a $7 million trunk main and a $10.5 million trunk main that would relieve heavily loaded pipes and enable new development; Bennett said a consolidated needs survey presented to state revolving funds contained approximately $58 million in water and sewer projects. - Lift stations and operations: Bennett and staff noted lift stations are expensive to install and maintain; council discussion placed new lift station construction in a range from several hundred thousand dollars to near $1 million depending on size and site; Bennett said a combined project that included piping and pumping in a Tech area was roughly $500,000–$600,000. - Water system: the city has two primary well fields (Northwest and Platte River) and multiple towers; combined permitted well capacity cited in the presentation was about 29 million gallons per day, with a peak average day noted near 14.6 MGD and average daily demand around 6.1 MGD. The presentation flagged priority water projects including a roughly $1.1 million connection to provide a redundant feed to a water tower and larger looping and redundancy projects totaling tens of millions. - Developer reimbursement: Bennett noted the city typically requires developers to install the standard minimum (8‑inch) main and reimburses for oversized pipe (16‑inch, 24‑inch, etc.) under an established reimbursement schedule.

What council asked and what staff said Councilmembers asked about costs to operate and replace lift‑station pumps and the timeline for treatment‑plant expansion. Bennett and Miller responded that pump and lift‑station costs vary by size and function, and that the city’s historical growth rates suggested multiple decades before immediate plant expansion would be required if current trends continue. Miller said recent plant flows rose roughly 0.2 MGD over five to seven years, implying 20–25 years before reaching critical thresholds under similar growth patterns.

Context and next steps Bennett and consultants said the study is intended to guide infrastructure priorities, inclusion on state revolving fund (SRF) needs surveys and development review conversations (DRT). The presentation will be repeated at the Planning Commission meeting; councilmembers and staff indicated they may use the study to prioritize SRF applications and to shape the city’s one‑ and six‑year capital planning for utilities.

No formal motions or votes were taken on the study itself; it was presented for information and to inform planning and future budget choices.