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GUNNISON & OHIO CREEK CANAL
Structure dossier · WDID 5900569 · 1 · GUNNISON RIVER · DWR record
Where this page's figures come from
Generated 2026-08-27 21:09 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (2deb1d7) — 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 1902-11-10 — 252nd most senior of the 2360 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: JOHN FREE DOMESTIC WELL (1902-09-15). Immediately behind: BESSE AND CORTAY WW D (1903-01-14).
Decreed rights (4)
| 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 |
|---|---|---|---|---|---|---|---|
| 19306.0 | 1902-11-10 | 1906-09-14 | 96.5 | 0.0 | C | IRRAUG | 159 |
| 30667.19306 | 1902-11-10 | 1941-04-29 | 35.0 | 0.0 | C | IRR | 392 |
| 30667.21 | 1907-07-01 | 1941-04-29 | 37.66 | 0.0 | C | IRR | 411 |
| 60630.50831 | 1989-03-03 | 2016-12-31 | 0.4 | 0.0 | C | IRR |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 16,269 AF. Its most recent year on record, 2025, came in at 15,357 AF — 94% of that, and 6th lowest of the 15 years with a recorded volume.
| 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 | Days recorded | Peak (cfs) |
|---|---|---|---|---|
| 2011 | 16,948 | 10th lowest of 15 · 104% of median | 200 | 84.9 |
| 2012 | 20,159 | 13th lowest of 15 · 124% of median | 210 | 82.2 |
| 2013 | 16,629 | 9th lowest of 15 · 102% of median | 203 | 83.6 |
| 2014 | 15,328 | 5th lowest of 15 · 94% of median | 200 | 84.9 |
| 2015 | 10,438 | 1st lowest of 15 · 64% of median | 162 | 58.2 |
| 2016 | 13,894 | 3rd lowest of 15 · 85% of median | 128 | 73.0 |
| 2017 | 13,937 | 4th lowest of 15 · 86% of median | 145 | 80.2 |
| 2018 | 19,230 | 12th lowest of 15 · 118% of median | 206 | 75.0 |
| 2019 | 20,749 | 14th lowest of 15 · 128% of median | 155 | 78.2 |
| 2020 | 15,713 | 7th lowest of 15 · 97% of median | 207 | 74.3 |
| 2021 | 22,120 | 15th lowest of 15 · 136% of median | 191 | 83.6 |
| 2022 | 16,269 | 8th lowest of 15 · 100% of median | 177 | 83.6 |
| 2023 | 12,314 | 2nd lowest of 15 · 76% of median | 227 | 83.6 |
| 2024 | 18,945 | 11th lowest of 15 · 116% of median | 200 | 78.7 |
| 2025 | 15,357 | 6th lowest of 15 · 94% of median | 201 | 74.3 |
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.