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TATMAN DITCH
Structure dossier · WDID 1200740 · 1 · OAK CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:21 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 1891-03-01 — 310th most senior of the 1967 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: WILSON RESERVOIR (1890-06-10). Immediately behind: CRIPPLE CREEK PIPELINE (1891-11-25).
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 |
|---|---|---|---|---|---|---|---|
| 15035.0 | 1891-03-01 | 1908-05-16 | 1.0 | 0.0 | C | IRR | 394.5 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 79 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) |
|---|---|---|---|---|
| 1981 | 305 | 12th lowest of 15 · 386% of median | 155 | 1.0 |
| 1982 | 363 | 13th lowest of 15 · 460% of median | 184 | 1.0 |
| 1983 | 424 | 14th lowest of 15 · 537% of median | 215 | 1.0 |
| 1994 | 80 | 9th lowest of 15 · 101% of median | 134 | 0.3 |
| 1999 | 452 | 15th lowest of 15 · 572% of median | 229 | 1.0 |
| 2015 | 176 | 10th lowest of 15 · 223% of median | 204 | 1.0 |
| 2016 | 213 | 11th lowest of 15 · 270% of median | 302 | 1.0 |
| 2017 | 79 | 8th lowest of 15 · 100% of median | 296 | 1.0 |
| 2019 | 41 | 7th lowest of 15 · 52% of median | 221 | 0.3 |
| 2020 | 36 | 6th lowest of 15 · 46% of median | 165 | 0.3 |
| 2021 | 2 | 5th lowest of 15 · 2% of median | 12 | 0.1 |
| 2022 | 0 | 1st lowest of 15 · 0% of median | 7 | 0.0 |
| 2023 | 0 | 1st lowest of 15 · 0% of median | 16 | 0.0 |
| 2024 | 0 | 1st lowest of 15 · 0% of median | 14 | 0.0 |
| 2025 | 0 | 1st lowest of 15 · 0% of median | 4 | 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.