← My Water · Print / save as PDF
SWEEDE DITCH
Structure dossier · WDID 4300961 · 1 · SOUTH FORK WHITE RIVER · DWR record
Where this page's figures come from
Generated 2026-08-27 20:50 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.
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 1897-05-15 — 744th most senior of the 3293 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: J W BAINBRICK D NO 2 (1893-07-01). Immediately behind: PELTIER CREEK DITCH (1898-04-01).
Decreed rights (4)
| 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 |
|---|---|---|---|---|---|---|---|
| 25767.17302 | 1897-05-15 | 1920-08-16 | 5.4 | 0.0 | C | IRR | 241 |
| 29090.28334 | 1927-07-30 | 1929-10-16 | 1.65 | 0.0 | C | DOM | 16DOM |
| 32172.17307 | 1897-05-20 | 1942-05-26 | 8.69 | 0.0 | C | IRR | 376 |
| 35679.17302 | 1897-05-15 | 1958-11-26 | 5.0 | 0.0 | C | IRRDOMSTK | 510 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 1,977 AF. Its most recent year on record, 2025, came in at 2,615 AF — 132% of that, and 10th 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) |
|---|---|---|---|---|
| 2008 | 1,847 | 7th lowest of 15 · 93% of median | 107 | 16.5 |
| 2009 | 3,903 | 15th lowest of 15 · 197% of median | 155 | 18.6 |
| 2010 | 2,939 | 13th lowest of 15 · 149% of median | 152 | 21.2 |
| 2011 | 2,918 | 12th lowest of 15 · 148% of median | 142 | 20.8 |
| 2012 | 2,731 | 11th lowest of 15 · 138% of median | 141 | 14.5 |
| 2013 | 2,414 | 9th lowest of 15 · 122% of median | 83 | 17.5 |
| 2014 | 2,943 | 14th lowest of 15 · 149% of median | 117 | 13.5 |
| 2016 | 1,362 | 6th lowest of 15 · 69% of median | 62 | 11.9 |
| 2017 | 965 | 5th lowest of 15 · 49% of median | 68 | 12.1 |
| 2018 | 0 | 1st lowest of 15 · 0% of median | 1 | 0.0 |
| 2019 | 1,977 | 8th lowest of 15 · 100% of median | 92 | 14.7 |
| 2020 | 904 | 4th lowest of 15 · 46% of median | 44 | 10.6 |
| 2023 | 285 | 3rd lowest of 15 · 14% of median | 70 | 3.5 |
| 2024 | 0 | 1st lowest of 15 · 0% of median | 1 | 0.0 |
| 2025 | 2,615 | 10th lowest of 15 · 132% of median | 90 | 19.7 |
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.