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ROAN CREEK NO 2 DITCH
Structure dossier · WDID 7000583 · 1 · ROAN CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 20:32 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.
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 1884-09-10 — 13th most senior of the 519 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: AQUA DITCH PUMP INTAKE (1884-08-10). Immediately behind: ROAN CREEK NO 3 DITCH (1884-10-13).
Decreed rights (5)
| 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 |
|---|---|---|---|---|---|---|---|
| 12672.0 | 1884-09-10 | 1889-05-11 | 7.0 | 0.0 | C | IRRDOMSTK | 31 |
| 12712.0 | 1884-10-20 | 1889-05-11 | 1.0 | 0.0 | C | IRRDOMSTK | 33 |
| 13468.0 | 1886-11-15 | 1889-05-11 | 3.5 | 0.0 | C | IRRDOMSTK | 81 |
| 27132.27059 | 1924-02-01 | 1937-01-11 | 2.9 | 0.0 | C | IRRDOMSTK | 181TT |
| 57705.0 | 2007-12-28 | 2007-12-31 | 0.0 | 0.0 | C | AUG |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 1,286 AF. Its most recent year on record, 2025, came in at 541 AF — 42% of that, and 3rd 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) |
|---|---|---|---|---|
| 2011 | 1,749 | 14th lowest of 15 · 136% of median | 171 | 9.0 |
| 2012 | 763 | 4th lowest of 15 · 59% of median | 164 | 2.6 |
| 2013 | 922 | 5th lowest of 15 · 72% of median | 196 | 4.6 |
| 2014 | 986 | 7th lowest of 15 · 77% of median | 199 | 8.5 |
| 2015 | 1,465 | 10th lowest of 15 · 114% of median | 205 | 6.8 |
| 2016 | 1,286 | 8th lowest of 15 · 100% of median | 182 | 8.5 |
| 2017 | 1,834 | 15th lowest of 15 · 143% of median | 185 | 10.2 |
| 2018 | 442 | 2nd lowest of 15 · 34% of median | 104 | 4.2 |
| 2019 | 1,570 | 12th lowest of 15 · 122% of median | 159 | 10.0 |
| 2020 | 932 | 6th lowest of 15 · 72% of median | 151 | 7.7 |
| 2021 | 197 | 1st lowest of 15 · 15% of median | 122 | 2.8 |
| 2022 | 1,455 | 9th lowest of 15 · 113% of median | 194 | 8.1 |
| 2023 | 1,720 | 13th lowest of 15 · 134% of median | 143 | 12.8 |
| 2024 | 1,548 | 11th lowest of 15 · 120% of median | 183 | 7.7 |
| 2025 | 541 | 3rd lowest of 15 · 42% of median | 123 | 4.8 |
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.