Get Full Government Meeting Transcripts, Videos, & Alerts Forever!
Get email alerts on the Subdivision Groundwater Pipelines topic
No spam. Unsubscribe anytime.
Residents tell Kootenai County hearing Sparrow Acres subdivision could worsen falling wells and sit near high‑pressure pipelines
Summary
Appellant and several nearby residents told the Kootenai County hearing examiner that a proposed two‑lot minor subdivision called Sparrow Acres could strain local groundwater and place new buildings too close to high‑pressure pipelines.
Get email alerts on the Subdivision Groundwater Pipelines topic
No spam. Unsubscribe anytime.
Appellant and several nearby residents told the Kootenai County hearing examiner that a proposed two‑lot minor subdivision called Sparrow Acres could strain local groundwater and place new buildings too close to high‑pressure pipelines.
The residents raised technical objections to the groundwater report that supported the subdivision approval, questioned assumptions about well yields and separations, and said required geotechnical work and pipeline hazard mitigations were deferred until a later stage.
The concerns matter to adjacent homeowners because many in the French Gulch area reported falling well yields and static water levels over years. The appellant said the consulting firm’s report (referred to in the record as Quantum) relied on literature values and assumed a hydraulic conductivity of 42.5 feet per day, while the appellant said local measurements support a value near 2.8 feet per day and that the report therefore underestimates impacts. “Per Quantum’s assessment, we already have a significant problem with loss of static height of the groundwater without any additional wells in this area,” the appellant told the examiner.
County staff responded that the groundwater evaluation submitted with the application was stamped by an Idaho‑licensed professional engineer and drew on 43 well logs within a half‑mile of the site. Staff said those calculations meet the county’s minimum service findings—5 gallons per minute for four hours, equivalent to about 1,500 gallons per day—and that modeled interference to nearby wells was small under the assumptions used. Staff recommended denying the appeal and affirming the development director’s decision.
Residents and the appellant disputed both the data inputs and the report’s scope. The appellant said the Schmidt well was tested in October 2008 and initially estimated at 28 gallons per minute, but that local wells have shown dramatic long‑term declines in static head and yield. The appellant said their domestic well lost about 73 feet of static height over 46 years and their irrigation well lost 109 feet over 20 years and argued those trends make the report’s “less than 1 foot” interference conclusion misleading. Elena Nelson, a nearby resident, said her well was tested at 12 gpm in 1986 and 7 gpm in 2001 and that current production is “probably at half of that now.” Glen Gather said his family’s first well went dry and his current well yields about 2 gallons per minute.
The appellant also said the proposed new lot is bisected by two high‑pressure gas and petroleum pipelines. County staff reported outreach to the three pipeline owners cited in the record—Avista, Yellowstone and Williams—and summarized their setback recommendations: Avista cited an existing 10‑foot easement, Yellowstone recommended a 50‑foot buffer, and Williams recommended a 25‑foot buffer based on recent instruments. Staff illustrated buildable areas outside setbacks and the recommended buffers, showing roughly two acres available in the north portion of the parcel and about one acre between the pipelines. Staff proposed adding pipeline buffer conditions if the director’s approval were affirmed.
Appellant and other speakers also objected that a geotechnical analysis and certain site‑specific tests were waived or deferred until the time of development. The appellant said code section references (quoted in the hearing record) allow the director to require historic and current static water levels and that a simple four‑hour pumping test of the existing well would have produced useful site‑specific data. County staff said the undeveloped portion of the property (Lot 2) would be best evaluated with a geotechnical analysis submitted at the time of development, when the exact building location and type of development are known.
The hearing record shows technical disagreement over modeling inputs (hydraulic conductivity, well separations), empirical data about recent well declines, and whether deferred testing and geotechnical review are adequate to protect neighbors. County staff characterized the surrounding parcels as similarly zoned rural lots ranging from 2.7 to 30 acres and said two 2.5‑acre lots conform to local zoning and uses. Staff also noted the applicant offered a 35‑foot height restriction and shortened the shared driveway to reduce potential impacts.
The hearing concluded with staff reiterating its recommendation that the examiner deny the appeal and affirm the director’s approval. The transcript does not record a final decision by the hearing examiner during the portion of the meeting provided.
Details noted during the hearing that may affect future review include the appellant’s submission of a report prepared by Robert Haines (retired head of the Idaho Department of Water Resources for the area), the pipeline setback recommendations from the three owners, and the county’s use of 43 local well logs in the groundwater calculations.
Record excerpts and materials provided at the hearing were cited repeatedly by participants; the examiner closed the public hearing on case PP25‑0001 after rebuttal testimony.

