Water Intelligence Brief · Archive

Box Elder County, UT

June 15, 2026

Box Elder County Water Intelligence Brief

June 15, 2026 | Bear River Basin


Situation Summary

Snowpack across the Bear River Basin has fully melted out, with SNOTEL stations recording 0.0" SWE — a normal condition for this calendar date, though meltout occurred approximately 4–6 weeks ahead of the historical median meltout date, compressing the spring runoff window significantly. Streamflows at key Bear River gauges reflect a mixed picture, with some reaches rising and others falling as snowmelt-driven pulse flows taper. Reservoir storage data, 7-day forecast details, and depletion trajectory analysis are available in the full brief.


Snowpack Conditions

All eight SNOTEL stations monitoring the Bear River Basin headwaters are reporting 0.0" snow water equivalent (SWE) as of June 14, 2026, with zero snow depth across the network. This is consistent with normal conditions for mid-June — the median SWE for these stations at this date is also 0.0", meaning current readings do not indicate a below-normal anomaly relative to today's benchmark.

The critical signal for 2026 is meltout timing, not current SWE. Stations across this network melted out approximately 4–6 weeks ahead of their historical median meltout dates, meaning the seasonal snowmelt pulse — the primary driver of spring streamflow and early-season reservoir filling — arrived and passed well before typical. The practical consequence for Box Elder County irrigators is a shortened window of snowmelt-supported streamflow and earlier reliance on stored and baseflow supplies.

Station-by-station readings as of June 14:

  • Bear River RS: 0.0" SWE, 0.0" depth
  • Emigrant Summit: 0.1" SWE, 0.0" depth *(only station with residual trace moisture)*
  • Franklin Basin: 0.0" SWE, 0.0" depth
  • Garden City Summit: 0.0" SWE, 0.0" depth
  • Giveout: 0.3" SWE, 0.0" depth *(only station with measurable SWE remaining)*
  • Slug Creek Divide: 0.0" SWE, 0.0" depth
  • Tony Grove Lake: 0.0" SWE, 0.0" depth
  • USU Doc Daniel: 0.0" SWE, 0.0" depth
  • Giveout's 0.3" SWE reading is a minor residual trace and not indicative of meaningful additional melt contribution at the basin scale. No further snowmelt-driven streamflow augmentation should be expected from the headwater network.


    Streamflow Conditions

    Seven USGS gauges provide streamflow coverage across the Bear River Basin as of June 15, 2026. Conditions vary by reach, with some gauges showing rising flows and others declining — likely reflecting localized runoff, tributary contributions, and reservoir operational releases rather than snowmelt at this stage of the season.

  • Bear River at Border, WY: 156 cfs — *falling*. Upper basin inflows entering Idaho from Wyoming are declining, consistent with the post-melt taper.
  • Bear River at Pescadero, ID: 1,220 cfs — *rising*. A notable rise in the mid-Bear River reach in Idaho; this likely reflects reservoir operations or tributary contributions upstream of the gauge rather than new snowmelt.
  • Bear River near Corinne, UT: 498 cfs — *rising*. The primary gauge for Box Elder County agricultural diversions is showing rising flows, which is operationally relevant for canal companies diverting from the lower Bear River.
  • Blacksmith Fork ab Upper and Lower Canal Co.'s Dam nr Hyrum, UT: 60 cfs — *stable*. A tributary of the Logan River system; stable flows suggest consistent but modest baseflow conditions.
  • Little Bear River at Paradise, UT: 25 cfs — *falling*. Declining flows on this Cache Valley tributary indicate the spring pulse has passed; this reach feeds into the lower Bear River system.
  • Logan River above State Dam, near Logan, UT: 206 cfs — *falling*. A significant Cache Valley tributary; the declining trend is consistent with post-melt conditions and will continue as the season advances.
  • Malad River near Bear River City, UT: 6 cfs — data from 05/15. This reading is approximately one month stale and should not be used for current operational decisions; conditions on the Malad River are unknown as of today's brief date.
  • The rising flow at Corinne is the most operationally significant signal for Box Elder County irrigators. Canal companies diverting from the Bear River mainstem should monitor this gauge closely, as the rising trend may reflect a short-duration pulse rather than a sustained increase. The overall post-melt trajectory for the basin points toward declining flows through the summer months.


    Seasonal Guidance

  • Contact the Bear River Canal Company to confirm current delivery schedules and any adjustments to diversion timing given the earlier-than-normal meltout this season.
  • Check with the Utah Division of Water Rights (waterrights.utah.gov) for current water right administration status and any active curtailment notices on the Bear River system.
  • Monitor the USGS National Water Information System (waterdata.usgs.gov) gauge at Bear River near Corinne (the primary lower-basin flow indicator for Box Elder County diversions) for trend changes through July.
  • Contact the Bear River Water Conservancy District for current basin-wide operational outlook and any coordination with Bear Lake and Cutler Reservoir storage management.

  • Subscribe for the full brief including reservoir storage, weather forecasts, depletion analysis, and detailed operational recommendations.


    Data Sources: SNOTEL data through June 14, 2026; USGS streamflow data through June 15, 2026

    Data Current As Of: Utah Division of Water Rights

    Important Disclaimers: This brief provides automated analysis for informational purposes only. Specific numerical claims have not been independently verified. Consult official sources including your local water district, U.S. Bureau of Reclamation, and Utah Division of Water Rights for regulatory decisions and water rights administration.

    Data & Disclaimers

    Sources: NRCS SNOTEL network · USGS National Water Information System · National Weather Service

    This brief provides automated analysis for informational purposes only. Consult official sources including your local water district and state Division of Water Rights for regulatory decisions. This document does not constitute legal, regulatory, or engineering advice.

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