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MUDDY CREEK DITCH AP
Structure dossier · WDID 7700655 · 1 · NAVAJO RIVER · DWR record
Where this page's figures come from
Generated 2026-08-27 20:26 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (f6d7fdc) — 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 1966-10-05 — 116th most senior of the 187 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: NEW BOND HOUSE D(IRON) (1966-10-05). Immediately behind: UNDERWOOD DITCH NO 2 (1966-10-21).
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 |
|---|---|---|---|---|---|---|---|
| 42646.0 | 1966-10-05 | 1968-12-19 | 0.0 | 0.0 | C | IRRRECFIS | 68-253 |
Recorded use (last 12 years on record)
In a median year this structure has a recorded diversion of 339 AF. Its most recent year on record, 2025, came in at 0 AF — 0% of that, and 1st lowest of the 12 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) |
|---|---|---|---|---|
| 2012 | 218 | 5th lowest of 12 · 64% of median | 175 | 1.4 |
| 2013 | 724 | 12th lowest of 12 · 214% of median | 165 | 4.1 |
| 2014 | 196 | 4th lowest of 12 · 58% of median | 170 | 1.8 |
| 2015 | 448 | 8th lowest of 12 · 132% of median | 172 | 2.1 |
| 2016 | 311 | 6th lowest of 12 · 92% of median | 130 | 2.7 |
| 2017 | 367 | 7th lowest of 12 · 108% of median | 135 | 2.6 |
| 2018 | 490 | 10th lowest of 12 · 144% of median | 184 | 1.8 |
| 2019 | 622 | 11th lowest of 12 · 184% of median | 162 | 2.6 |
| 2020 | 141 | 3rd lowest of 12 · 42% of median | 125 | 2.7 |
| 2021 | 481 | 9th lowest of 12 · 142% of median | 148 | 2.5 |
| 2024 | 0 | 1st lowest of 12 · 0% of median | 1 | 0.0 |
| 2025 | 0 | 1st lowest of 12 · 0% of median | 2 | 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.