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CALDWELL DITCH
Structure dossier · WDID 7000510 · 1 · CARR CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 20:49 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.
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 — 48th most senior of the 519 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: H V C AND S DITCH (1890-10-28). Immediately behind: BOLDT GULCH DITCH (1887-05-23).
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 |
|---|---|---|---|---|---|---|---|
| 18977.14731 | 1890-05-01 | 1902-04-26 | 1.0 | 0.0 | C | IRR | 145AA-1 |
| 27132.27059 | 1924-02-01 | 1937-01-11 | 2.78 | 0.0 | C | IRR | 181M |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 446 AF. Its most recent year on record, 2025, came in at 0 AF — 0% of that, and 1st 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) |
|---|---|---|---|---|
| 2009 | 600 | 12th lowest of 15 · 134% of median | 107 | 6.9 |
| 2010 | 1,226 | 14th lowest of 15 · 275% of median | 179 | 7.0 |
| 2011 | 967 | 13th lowest of 15 · 217% of median | 116 | 7.3 |
| 2012 | 446 | 8th lowest of 15 · 100% of median | 162 | 1.9 |
| 2013 | 27 | 4th lowest of 15 · 6% of median | 15 | 1.7 |
| 2014 | 213 | 5th lowest of 15 · 48% of median | 32 | 4.8 |
| 2015 | 587 | 11th lowest of 15 · 132% of median | 126 | 4.1 |
| 2016 | 337 | 7th lowest of 15 · 76% of median | 83 | 4.1 |
| 2017 | 540 | 10th lowest of 15 · 121% of median | 121 | 4.0 |
| 2019 | 533 | 9th lowest of 15 · 120% of median | 107 | 3.8 |
| 2020 | 9 | 2nd lowest of 15 · 2% of median | 3 | 2.3 |
| 2022 | 22 | 3rd lowest of 15 · 5% of median | 23 | 0.5 |
| 2023 | 1,603 | 15th lowest of 15 · 359% of median | 141 | 6.0 |
| 2024 | 278 | 6th lowest of 15 · 62% of median | 30 | 5.0 |
| 2025 | 0 | 1st lowest of 15 · 0% of median | 1 | 0.0 |
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.