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STILLWATER NO. 1 RESERVOIR
Structure dossier · WDID 5803540 · 3 · BEAR RIVER · DWR record
Where this page's figures come from
Generated 2026-08-27 21:26 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (a1c9146) — every figure regenerates from this named code version and data image.
Where it sits
Location as DWR records it. Faint dots are the neighbouring water; click any to open it.
Which of its rights are out of priority?
Not computable for this structure: this structure is not on the modelled flow network, so no reference gage can honestly stand in for it.
Where it sits in line
Priority 1935-01-09 — 650th most senior of the 3097 structures with decreed rights in this water districtDWR's administrative subdivision of a river basin; the unit calls are usually stated in..
Under prior appropriationColorado's rule for sharing water: first in time, first in right. Age decides, not proximity or need., everything ahead of it in this line is satisfied in full before it receives any water. Immediately ahead: GATES WILLIAMS DITCH 2 (1920-06-01). Immediately behind: SPRING BRANCH PIPE LINE (1937-08-01).
Decreed rights (1)
| Admin noDWR's numeric encoding of a water right's seniority. Smaller is more senior; the integer part counts days from 1849-12-31 to the date that ranks the right. | AppropriatedWhen water was first put to beneficial use. It sets seniority unless a prior adjudication date is later. | AdjudicatedWhen the water court confirmed the right. A use decreed in 1975 was not a decreed use in 1955, however old the appropriation is. | AbsoluteA right actually put to use, as opposed to conditional -- a placeholder for a use not yet made. | ConditionalA right reserving a place in line for a use not yet made; it must be diligently pursued or it lapses. | Units | UsesWhat the court said this water may be used for -- irrigation, municipal supply, augmentation and so on. | Case |
|---|---|---|---|---|---|---|---|
| 33782.31054 | 1935-01-09 | 1946-09-14 | 6392.0 | 0.0 | A | IRR | 341 |
Recorded use (last 11 years on record)
In a median year this structure has a recorded diversion of 2,888 AF. Its most recent year on record, 2017, came in at 2,904 AF — 100% of that, and 4th lowest of the 6 years with a recorded volume.
This structure records both diversions and reservoir releases — they are separate water movements and are accounted separately below.
| Year | Diverted (AFA volume: one acre covered a foot deep, about 326,000 gallons -- roughly a suburban household's outdoor use for a year.) | Compared with its own record | Released (AF) | Days recorded | Peak (cfs) |
|---|---|---|---|---|---|
| 2007 | — | no recorded volume | 2,238 | 0 | — |
| 2008 | — | no recorded volume | 1,233 | 0 | — |
| 2009 | — | no recorded volume | 1,777 | 0 | — |
| 2010 | — | no recorded volume | 2,227 | 0 | — |
| 2011 | — | no recorded volume | 1,827 | 0 | — |
| 2012 | 322 | 1st lowest of 6 · 11% of median | 3,008 | 61 | 2.7 |
| 2013 | 2,873 | 3rd lowest of 6 · 100% of median | 2,376 | 304 | 54.8 |
| 2014 | 3,563 | 6th lowest of 6 · 123% of median | 1,358 | 276 | 99.0 |
| 2015 | 3,426 | 5th lowest of 6 · 119% of median | 3,471 | 365 | 78.9 |
| 2016 | 1,780 | 2nd lowest of 6 · 62% of median | 1,132 | 305 | 34.9 |
| 2017 | 2,904 | 4th lowest of 6 · 100% of median | 2,636 | 135 | 87.3 |
Advisory reading aid on public data — not an administrative or legal conclusion, not a title opinion, and not a substitute for DWR administration or an engineer's analysis. Methodology review status is disclosed at hydrohistorian's basin pages.