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BURD DITCH NO 2
Structure dossier · WDID 2001893 · 1 · RATON CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 20:42 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 1996-11-01 — 7801st most senior of the 8016 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: WILLOW PARK POND (1996-05-31). Immediately behind: BURD DITCH NO 3 (1996-11-01).
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 |
|---|---|---|---|---|---|---|---|
| 53631.0 | 1996-11-01 | 1996-12-31 | 0.05 | 1.95 | C | IRRSTK |
Recorded use (last 7 years on record)
In a median year this structure has a recorded diversion of 1 AF. Its most recent year on record, 2025, came in at 44 AF — 4400% of that, and 5th lowest of the 7 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 | 1 | 4th lowest of 7 · 100% of median | 15 | 0.1 |
| 2015 | 0 | 1st lowest of 7 · 0% of median | 1 | 0.0 |
| 2016 | 0 | 1st lowest of 7 · 0% of median | 1 | 0.0 |
| 2017 | 0 | 1st lowest of 7 · 0% of median | 1 | 0.0 |
| 2023 | 103 | 7th lowest of 7 · 10300% of median | 149 | 1.0 |
| 2024 | 86 | 6th lowest of 7 · 8600% of median | 159 | 0.5 |
| 2025 | 44 | 5th lowest of 7 · 4400% of median | 116 | 0.4 |
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.