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MCCANNE 3 DITCH
Structure dossier · WDID 2800633 · 1 · TOMICHI CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:19 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 1890-05-01 — 149th most senior of the 1505 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: MCCANNE 2 DITCH (1890-05-01). Immediately behind: SIGNAL PK IP WELL F1 L1 (1890-05-01).
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 |
|---|---|---|---|---|---|---|---|
| 16192.14731 | 1890-05-01 | 1904-04-29 | 0.091 | 0.0 | C | IRR | 106 |
| 28311.10957 | 1879-12-31 | 1943-04-19 | 3.08 | 0.0 | C | IRR | 215 |
| 28311.14731 | 1890-05-01 | 1943-04-19 | 5.693 | 0.0 | C | IRR | 260 |
| 60995.0 | 2016-12-30 | 2016-12-31 | 0.0 | 0.59 | C | INDRCH |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 3,360 AF. Its most recent year on record, 2025, came in at 2,960 AF — 88% of that, and 5th 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 | 1,617 | 1st lowest of 15 · 48% of median | 75 | 17.0 |
| 2012 | 1,779 | 2nd lowest of 15 · 53% of median | 72 | 19.7 |
| 2013 | 2,764 | 3rd lowest of 15 · 82% of median | 96 | 21.3 |
| 2014 | 3,289 | 7th lowest of 15 · 98% of median | 91 | 23.0 |
| 2015 | 4,429 | 14th lowest of 15 · 132% of median | 106 | 42.2 |
| 2016 | 5,101 | 15th lowest of 15 · 152% of median | 125 | 38.3 |
| 2017 | 3,360 | 8th lowest of 15 · 100% of median | 80 | 28.8 |
| 2018 | 3,999 | 12th lowest of 15 · 119% of median | 125 | 23.6 |
| 2019 | 4,176 | 13th lowest of 15 · 124% of median | 118 | 51.6 |
| 2020 | 3,158 | 6th lowest of 15 · 94% of median | 102 | 24.8 |
| 2021 | 3,789 | 10th lowest of 15 · 113% of median | 109 | 24.8 |
| 2022 | 2,837 | 4th lowest of 15 · 84% of median | 109 | 21.9 |
| 2023 | 3,577 | 9th lowest of 15 · 106% of median | 119 | 21.9 |
| 2024 | 3,922 | 11th lowest of 15 · 117% of median | 123 | 24.8 |
| 2025 | 2,960 | 5th lowest of 15 · 88% of median | 91 | 27.2 |
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.