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ESCONDIDA DITCH
Structure dossier · WDID 1800536 · 1 · APISHAPA RIVER · DWR record
Where this page's figures come from
Generated 2026-08-27 21:15 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 1908-01-08 — 49th most senior of the 367 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: EASTMAN WELL NO 3 (1904-12-31). Immediately behind: ESCONDIDA DITCH ALT PT (1908-01-08).
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 |
|---|---|---|---|---|---|---|---|
| 21885.21191 | 1908-01-08 | 1919-01-11 | 27.0 | 0.0 | C | IRR | 1919-2 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 37 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) |
|---|---|---|---|---|
| 2010 | 1,253 | 14th lowest of 15 · 3386% of median | 88 | 27.0 |
| 2011 | 0 | 1st lowest of 15 · 0% of median | 23 | 0.0 |
| 2012 | 0 | 1st lowest of 15 · 0% of median | 27 | 0.0 |
| 2013 | 810 | 12th lowest of 15 · 2189% of median | 16 | 44.1 |
| 2014 | 0 | 1st lowest of 15 · 0% of median | 3 | 0.0 |
| 2015 | 900 | 13th lowest of 15 · 2432% of median | 88 | 5.4 |
| 2016 | 0 | 1st lowest of 15 · 0% of median | 14 | 0.0 |
| 2017 | 1,568 | 15th lowest of 15 · 4238% of median | 58 | 21.5 |
| 2018 | 0 | 1st lowest of 15 · 0% of median | 38 | 0.0 |
| 2019 | 235 | 9th lowest of 15 · 635% of median | 40 | 5.5 |
| 2021 | 633 | 11th lowest of 15 · 1711% of median | 62 | 165.0 |
| 2022 | 337 | 10th lowest of 15 · 911% of median | 113 | 1.8 |
| 2023 | 0 | 1st lowest of 15 · 0% of median | 7 | 0.0 |
| 2024 | 37 | 8th lowest of 15 · 100% of median | 9 | 11.6 |
| 2025 | 0 | 1st lowest of 15 · 0% of median | 2 | 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.