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CEDAR CANYON IRON SPRINGS DITCH
Structure dossier · WDID 4000504 · 1 · CRYSTAL CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 20:37 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.
Which of its rights get called out?
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 1883-10-24 — 103rd most senior of the 4661 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: HARTMAN MCINTYRE DITCH (1883-10-09). Immediately behind: FRUITLAND DOMESTIC PL (1883-10-24).
Decreed rights (2)
| 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 |
|---|---|---|---|---|---|---|---|
| 12350.0 | 1883-10-24 | 1889-06-17 | 49.6 | 0.0 | C | IRRAUG | 1 |
| 31924.11823 | 1882-05-15 | 1954-03-20 | 5.0 | 0.0 | C | DOMSTK | J4 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 7,680 AF. Its most recent year on record, 2024, came in at 8,694 AF — 113% of that, and 12th lowest of the 15 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) |
|---|---|---|---|---|---|
| 2010 | 6,924 | 4th lowest of 15 · 90% of median | 1,785 | 365 | 46.0 |
| 2011 | 9,890 | 14th lowest of 15 · 129% of median | 2 | 365 | 63.9 |
| 2012 | 7,787 | 9th lowest of 15 · 101% of median | 15 | 347 | 73.0 |
| 2013 | 9,266 | 13th lowest of 15 · 121% of median | 2,390 | 364 | 69.0 |
| 2014 | 8,297 | 11th lowest of 15 · 108% of median | 2,912 | 363 | 48.8 |
| 2015 | 7,637 | 7th lowest of 15 · 99% of median | 2,307 | 296 | 51.7 |
| 2016 | 5,346 | 1st lowest of 15 · 70% of median | 1,002 | 260 | 52.0 |
| 2017 | 8,022 | 10th lowest of 15 · 104% of median | 1,518 | 364 | 52.2 |
| 2018 | 5,484 | 2nd lowest of 15 · 71% of median | 678 | 342 | 44.2 |
| 2019 | 10,826 | 15th lowest of 15 · 141% of median | 1,388 | 271 | 58.7 |
| 2020 | 6,361 | 3rd lowest of 15 · 83% of median | — | 366 | 50.2 |
| 2021 | 7,299 | 5th lowest of 15 · 95% of median | 1,051 | 359 | 41.6 |
| 2022 | 7,680 | 8th lowest of 15 · 100% of median | 921 | 365 | 42.6 |
| 2023 | 7,617 | 6th lowest of 15 · 99% of median | 1,111 | 362 | 39.4 |
| 2024 | 8,694 | 12th lowest of 15 · 113% of median | 1,444 | 285 | 52.0 |
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.