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D D TAYLOR DITCH
Structure dossier · WDID 4300594 · 1 · BLACK SULPHUR CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 19:49 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.
Where it sits in line
Priority 1887-04-05 — 76th most senior of the 3293 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: BIG BEAVER DITCH (1887-04-05). Immediately behind: LAST CHANCE DITCH (1887-04-13).
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 |
|---|---|---|---|---|---|---|---|
| 13609.0 | 1887-04-05 | 1889-05-10 | 2.0 | 0.0 | C | IRR | 64 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 74 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 | 490 | 15th lowest of 15 · 662% of median | 132 | 2.1 |
| 2010 | 292 | 12th lowest of 15 · 395% of median | 152 | 1.0 |
| 2011 | 391 | 13th lowest of 15 · 528% of median | 58 | 4.0 |
| 2013 | 0 | 1st lowest of 15 · 0% of median | 5 | 0.0 |
| 2014 | 6 | 6th lowest of 15 · 8% of median | 18 | 0.2 |
| 2016 | 132 | 9th lowest of 15 · 178% of median | 27 | 3.7 |
| 2017 | 0 | 1st lowest of 15 · 0% of median | 3 | 0.0 |
| 2018 | 0 | 1st lowest of 15 · 0% of median | 1 | 0.0 |
| 2019 | 132 | 9th lowest of 15 · 178% of median | 22 | 3.2 |
| 2020 | 40 | 7th lowest of 15 · 54% of median | 44 | 0.5 |
| 2021 | 74 | 8th lowest of 15 · 100% of median | 171 | 0.3 |
| 2022 | 0 | 1st lowest of 15 · 0% of median | 2 | 0.0 |
| 2023 | 468 | 14th lowest of 15 · 632% of median | 87 | 4.4 |
| 2024 | 243 | 11th lowest of 15 · 328% of median | 123 | 1.9 |
| 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.