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SUNRISE DITCH(HAPPY CYN)
Structure dossier · WDID 4100568 · 1 · HAPPY CANYON CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:08 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 1882-03-10 — 19th most senior of the 1104 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: SAMPSON FRASIER DITCH (1882-03-10). Immediately behind: FREES DITCH (1882-03-10).
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 |
|---|---|---|---|---|---|---|---|
| 11757.0 | 1882-03-10 | 1890-06-30 | 0.026 | 0.0 | C | IRR | 13 |
| 11808.0 | 1882-04-30 | 1890-06-30 | 0.0 | 0.0 | C | IRR | 14 |
| 12524.0 | 1884-04-15 | 1890-06-30 | 0.0 | 0.0 | C | IRR | 50 |
| 14198.0 | 1888-11-14 | 1890-06-30 | 0.0 | 0.0 | C | IRR | 111, 92 |
| 24221.22524 | 1911-09-02 | 1929-07-03 | 1.026 | 0.0 | C | IRR | 129, 130 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 1,948 AF. Its most recent year on record, 2025, came in at 2,508 AF — 129% of that, and 13th 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 | 1,114 | 2nd lowest of 15 · 57% of median | 182 | 4.8 |
| 2012 | 1,469 | 3rd lowest of 15 · 75% of median | 217 | 5.7 |
| 2013 | 1,091 | 1st lowest of 15 · 56% of median | 200 | 4.6 |
| 2014 | 1,470 | 4th lowest of 15 · 76% of median | 208 | 4.6 |
| 2015 | 1,550 | 5th lowest of 15 · 80% of median | 205 | 6.4 |
| 2016 | 1,948 | 8th lowest of 15 · 100% of median | 203 | 6.8 |
| 2017 | 2,497 | 12th lowest of 15 · 128% of median | 272 | 6.9 |
| 2018 | 2,620 | 14th lowest of 15 · 134% of median | 359 | 7.8 |
| 2019 | 1,918 | 7th lowest of 15 · 98% of median | 352 | 5.4 |
| 2020 | 2,315 | 9th lowest of 15 · 119% of median | 334 | 6.7 |
| 2021 | 1,741 | 6th lowest of 15 · 89% of median | 275 | 5.6 |
| 2022 | 2,374 | 10th lowest of 15 · 122% of median | 270 | 7.3 |
| 2023 | 2,691 | 15th lowest of 15 · 138% of median | 299 | 7.0 |
| 2024 | 2,438 | 11th lowest of 15 · 125% of median | 271 | 6.2 |
| 2025 | 2,508 | 13th lowest of 15 · 129% of median | 282 | 6.8 |
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.