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DAGGETT AND PARKER DITCH
Structure dossier · WDID 3700561 · 1 · GYPSUM 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 (2deb1d7) — 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 1882-04-30 — 7th most senior of the 2162 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: LEDE RESERVOIR (1881-07-01). Immediately behind: H O R DITCH (1882-04-30).
Decreed rights (7)
| 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 |
|---|---|---|---|---|---|---|---|
| 11808.0 | 1882-04-30 | 1889-12-17 | 4.1 | 0.0 | C | IRR | 2 |
| 13028.0 | 1885-09-01 | 1889-12-17 | 2.8 | 0.0 | C | IRR | 36 |
| 13918.0 | 1888-02-08 | 1889-12-17 | 2.4 | 0.0 | C | IRR | 62 |
| 15611.0 | 1892-09-27 | 1894-06-29 | 0.5 | 0.0 | C | IRR | 119 |
| 15611.0 | 1892-09-27 | 1894-06-29 | 1.0 | 0.0 | C | IRR | 120 |
| 23802.2374 | 1914-12-31 | 1915-06-07 | 10.3 | 0.0 | C | IRR | 119EX, 120 |
| 30894.27394 | 1925-01-01 | 1936-10-03 | 2.16 | 0.0 | C | IRR | 461E |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 2,715 AF. Its most recent year on record, 2024, came in at 3,513 AF — 129% of that, and 12th 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) |
|---|---|---|---|---|
| 2010 | 2,715 | 8th lowest of 15 · 100% of median | 182 | 10.7 |
| 2011 | 2,711 | 7th lowest of 15 · 100% of median | 175 | 11.7 |
| 2012 | 1,988 | 2nd lowest of 15 · 73% of median | 192 | 9.1 |
| 2013 | 2,704 | 6th lowest of 15 · 100% of median | 207 | 14.5 |
| 2014 | 2,511 | 4th lowest of 15 · 92% of median | 193 | 13.7 |
| 2015 | 3,907 | 15th lowest of 15 · 144% of median | 236 | 18.0 |
| 2016 | 3,785 | 14th lowest of 15 · 139% of median | 201 | 14.9 |
| 2017 | 3,681 | 13th lowest of 15 · 136% of median | 170 | 22.2 |
| 2018 | 3,288 | 11th lowest of 15 · 121% of median | 231 | 12.0 |
| 2019 | 1,947 | 1st lowest of 15 · 72% of median | 141 | 7.2 |
| 2020 | 2,239 | 3rd lowest of 15 · 82% of median | 181 | 14.4 |
| 2021 | 2,900 | 9th lowest of 15 · 107% of median | 218 | 12.0 |
| 2022 | 2,702 | 5th lowest of 15 · 100% of median | 183 | 13.7 |
| 2023 | 2,967 | 10th lowest of 15 · 109% of median | 176 | 12.0 |
| 2024 | 3,513 | 12th lowest of 15 · 129% of median | 228 | 22.6 |
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.