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HAY GULCH DITCH 1,2
Structure dossier · WDID 5700541 · 1 · DILL GULCH · DWR record
Where this page's figures come from
Generated 2026-08-27 20:18 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.
Will it be 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 1910-05-20 — 133rd most senior of the 1003 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: EXTENSION OF LATERAL THREE LAST CHANCE D (1914-06-20). Immediately behind: COZZENS WELL 3 (1930-06-10).
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 |
|---|---|---|---|---|---|---|---|
| 26107.22054 | 1910-05-20 | 1922-09-11 | 0.42 | 0.0 | C | IRR | NONE |
Recorded use (last 11 years on record)
In a median year this structure has a recorded diversion of 3 AF. Its most recent year on record, 2025, came in at 2 AF — 67% of that, and 5th lowest of the 11 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) |
|---|---|---|---|---|
| 1980 | 3 | 6th lowest of 11 · 100% of median | 11 | 0.2 |
| 2010 | 25 | 10th lowest of 11 · 833% of median | 115 | 0.2 |
| 2016 | 7 | 7th lowest of 11 · 233% of median | 13 | 0.3 |
| 2017 | 25 | 10th lowest of 11 · 833% of median | 81 | 0.2 |
| 2018 | 0 | 1st lowest of 11 · 0% of median | 2 | 0.0 |
| 2019 | 14 | 8th lowest of 11 · 467% of median | 64 | 0.1 |
| 2020 | 0 | 1st lowest of 11 · 0% of median | 2 | 0.0 |
| 2021 | 15 | 9th lowest of 11 · 500% of median | 68 | 0.1 |
| 2022 | 0 | 1st lowest of 11 · 0% of median | 1 | 0.0 |
| 2023 | 0 | 1st lowest of 11 · 0% of median | 5 | 0.0 |
| 2025 | 2 | 5th lowest of 11 · 67% of median | 26 | 0.1 |
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.