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BUCKEYE DITCH
Structure dossier · WDID 4700531 · 1 · LITTLE GRIZZLY 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 (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 1890-09-30 — 232nd most senior of the 1262 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: BRIGGS DITCH (1890-06-15). Immediately behind: WALES DITCH (1890-09-30).
Decreed rights (2)
| 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 |
|---|---|---|---|---|---|---|---|
| 14883.0 | 1890-09-30 | 1892-09-19 | 10.0 | 0.0 | C | IRR | 118(99) |
| 30280.14883 | 1890-09-30 | 1939-06-20 | 11.33 | 0.0 | C | IRR | 670 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 724 AF. Its most recent year on record, 2025, came in at 0 AF — 0% of that, and 1st 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) |
|---|---|---|---|---|
| 2007 | 636 | 6th lowest of 15 · 88% of median | 73 | 5.6 |
| 2008 | 1,048 | 11th lowest of 15 · 145% of median | 45 | 16.2 |
| 2009 | 1,438 | 13th lowest of 15 · 199% of median | 56 | 18.6 |
| 2010 | 1,016 | 10th lowest of 15 · 140% of median | 48 | 20.0 |
| 2012 | 363 | 4th lowest of 15 · 50% of median | 43 | 6.0 |
| 2013 | 724 | 8th lowest of 15 · 100% of median | 46 | 8.5 |
| 2014 | 1,830 | 15th lowest of 15 · 253% of median | 58 | 20.6 |
| 2015 | 1,678 | 14th lowest of 15 · 232% of median | 59 | 19.0 |
| 2016 | 1,235 | 12th lowest of 15 · 171% of median | 51 | 15.0 |
| 2017 | 906 | 9th lowest of 15 · 125% of median | 77 | 6.1 |
| 2018 | 587 | 5th lowest of 15 · 81% of median | 40 | 8.0 |
| 2019 | 0 | 1st lowest of 15 · 0% of median | 1 | 0.0 |
| 2021 | 0 | 1st lowest of 15 · 0% of median | 1 | 0.0 |
| 2024 | 695 | 7th lowest of 15 · 96% of median | 29 | 12.5 |
| 2025 | 0 | 1st lowest of 15 · 0% of median | 2 | 0.0 |
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.