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EXCELSIOR DITCH
Structure dossier · WDID 1400539 · 1 · ARKANSAS RIVER · DWR record
Where this page's figures come from
Generated 2026-08-27 21:03 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 1887-05-01 — 23rd most senior of the 1358 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: COLLIER DITCH (1887-03-10). Immediately behind: STONEWALL SPRINGS SOUTH RESERVOIR (1887-05-01).
Decreed rights (3)
| 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 |
|---|---|---|---|---|---|---|---|
| 13635.0 | 1887-05-01 | 1896-03-23 | 40.0 | 0.0 | C | IRRAUGRCH | 0 |
| 14616.0 | 1890-01-06 | 1896-03-23 | 80.0 | 0.0 | C | IRRAUGRCH | 0 |
| 56978.56395 | 2004-05-27 | 2006-12-31 | 0.0 | 0.0 | C | ALL |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 2,212 AF. Its most recent year on record, 2025, came in at 2,212 AF — 100% of that, and 8th 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 | 4,424 | 13th lowest of 15 · 200% of median | 145 | 57.5 |
| 2012 | 932 | 3rd lowest of 15 · 42% of median | 203 | 11.3 |
| 2013 | 1,061 | 4th lowest of 15 · 48% of median | 37 | 63.5 |
| 2014 | 3,957 | 12th lowest of 15 · 179% of median | 131 | 60.4 |
| 2015 | 15,105 | 15th lowest of 15 · 683% of median | 245 | 60.9 |
| 2016 | 4,481 | 14th lowest of 15 · 203% of median | 245 | 42.4 |
| 2017 | 382 | 2nd lowest of 15 · 17% of median | 91 | 20.3 |
| 2018 | 1,458 | 5th lowest of 15 · 66% of median | 365 | 17.3 |
| 2019 | 2,601 | 10th lowest of 15 · 118% of median | 304 | 25.7 |
| 2020 | 1,861 | 7th lowest of 15 · 84% of median | 329 | 37.4 |
| 2021 | 1,696 | 6th lowest of 15 · 77% of median | 365 | 20.6 |
| 2022 | 0 | 1st lowest of 15 · 0% of median | 365 | 0.0 |
| 2023 | 3,303 | 11th lowest of 15 · 149% of median | 365 | 48.6 |
| 2024 | 2,420 | 9th lowest of 15 · 109% of median | 366 | 29.7 |
| 2025 | 2,212 | 8th lowest of 15 · 100% of median | 304 | 82.8 |
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.