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R F DITCH
Structure dossier · WDID 4500732 · 1 · BATTLEMENT CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:17 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 1885-11-25 — 42nd most senior of the 1378 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: HUDSON & SULLIVAN DITCH (1885-11-15). Immediately behind: HALL WELL NO 1 (1885-11-30).
Decreed rights (6)
| 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 |
|---|---|---|---|---|---|---|---|
| 13113.0 | 1885-11-25 | 1888-05-05 | 2.0 | 0.0 | C | IRR | 44 |
| 13580.0 | 1887-03-07 | 1888-05-05 | 2.775 | 0.0 | C | IRR | 67 |
| 13868.0 | 1887-12-20 | 1888-05-05 | 2.83 | 0.0 | C | IRR | 101 |
| 19850.13113 | 1885-11-25 | 1904-05-31 | 0.83 | 0.0 | C | DOMSTK | DOM6 |
| 19850.1358 | 1887-03-07 | 1904-05-31 | 0.42 | 0.0 | C | DOMSTK | DOM8 |
| 21903.21903 | 1909-12-20 | 1910-04-16 | 1.0 | 0.0 | C | IRR | 143BB |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 567 AF. Its most recent year on record, 2024, came in at 590 AF — 104% of that, and 11th 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 | 576 | 9th lowest of 15 · 102% of median | 174 | 7.6 |
| 2011 | 1,043 | 15th lowest of 15 · 184% of median | 170 | 7.6 |
| 2012 | 468 | 4th lowest of 15 · 82% of median | 128 | 4.8 |
| 2013 | 553 | 7th lowest of 15 · 98% of median | 195 | 4.8 |
| 2014 | 589 | 10th lowest of 15 · 104% of median | 194 | 5.8 |
| 2015 | 535 | 6th lowest of 15 · 94% of median | 75 | 5.0 |
| 2016 | 758 | 14th lowest of 15 · 134% of median | 171 | 6.8 |
| 2017 | 567 | 8th lowest of 15 · 100% of median | 74 | 7.6 |
| 2018 | 219 | 3rd lowest of 15 · 39% of median | 39 | 4.8 |
| 2019 | 731 | 13th lowest of 15 · 129% of median | 105 | 6.5 |
| 2020 | 176 | 1st lowest of 15 · 31% of median | 54 | 2.0 |
| 2021 | 215 | 2nd lowest of 15 · 38% of median | 34 | 4.8 |
| 2022 | 514 | 5th lowest of 15 · 91% of median | 68 | 4.8 |
| 2023 | 720 | 12th lowest of 15 · 127% of median | 99 | 5.6 |
| 2024 | 590 | 11th lowest of 15 · 104% of median | 85 | 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.