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BUMGARNER NO 2 DITCH
Structure dossier · WDID 3600546 · 1 · BEAVER CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:11 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 1910-06-05 — 352nd most senior of the 1247 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: DRY CREEK NO 2 DITCH (1910-05-31). Immediately behind: HOAGLAND NO 1 RESERVOIR (1910-12-14).
Decreed rights (1)
| 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 |
|---|---|---|---|---|---|---|---|
| 32075.2207 | 1910-06-05 | 1952-03-10 | 4.58 | 0.0 | C | IRR | 309 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 90 AF. Its most recent year on record, 2024, came in at 114 AF — 127% of that, and 9th 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) |
|---|---|---|---|---|
| 2009 | 156 | 13th lowest of 15 · 173% of median | 83 | 3.1 |
| 2010 | 54 | 4th lowest of 15 · 60% of median | 39 | 1.9 |
| 2011 | 172 | 14th lowest of 15 · 191% of median | 52 | 4.3 |
| 2012 | 25 | 2nd lowest of 15 · 28% of median | 19 | 1.0 |
| 2013 | 329 | 15th lowest of 15 · 366% of median | 66 | 5.3 |
| 2014 | 118 | 10th lowest of 15 · 131% of median | 33 | 2.0 |
| 2015 | 31 | 3rd lowest of 15 · 34% of median | 32 | 1.1 |
| 2016 | 147 | 12th lowest of 15 · 163% of median | 34 | 3.2 |
| 2017 | 127 | 11th lowest of 15 · 141% of median | 59 | 1.5 |
| 2019 | 21 | 1st lowest of 15 · 23% of median | 34 | 0.5 |
| 2020 | 76 | 7th lowest of 15 · 84% of median | 36 | 1.4 |
| 2021 | 67 | 6th lowest of 15 · 74% of median | 37 | 1.4 |
| 2022 | 60 | 5th lowest of 15 · 67% of median | 29 | 1.4 |
| 2023 | 90 | 8th lowest of 15 · 100% of median | 45 | 1.4 |
| 2024 | 114 | 9th lowest of 15 · 127% of median | 45 | 1.9 |
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.