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BOWEN PRIVATE DITCH
Structure dossier · WDID 4200507 · 1 · KANNAH CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:28 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 1884-11-01 — 7th most senior of the 726 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: BALES WILLIAMS MORRISON (1884-11-01). Immediately behind: BROWN & CAMPION D (1884-11-01).
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 |
|---|---|---|---|---|---|---|---|
| 12724.0 | 1884-11-01 | 1888-07-25 | 0.0 | 0.0 | C | IRR | NO.2 |
| 13121.0 | 1885-12-03 | 1888-07-25 | 3.57 | 0.0 | C | IRR | NO.6 |
| 30895.23584 | 1914-07-28 | 1941-07-25 | 0.26 | 0.0 | C | IRR | NO.14 |
| 30895.23595 | 1914-08-08 | 1941-07-25 | 0.72 | 0.0 | C | IRR | NO.15 |
| 32811.0 | 1939-11-01 | 1941-07-25 | 1.29 | 0.0 | C | IRR | NO.25 |
| 34419.13121 | 1885-12-03 | 1959-07-21 | 0.5 | 0.0 | C | DOMSTK |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 629 AF. Its most recent year on record, 2024, came in at 952 AF — 151% of that, and 14th 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 | 371 | 3rd lowest of 15 · 59% of median | 99 | 4.4 |
| 2011 | 579 | 7th lowest of 15 · 92% of median | 130 | 5.2 |
| 2012 | 514 | 6th lowest of 15 · 82% of median | 172 | 4.6 |
| 2013 | 475 | 4th lowest of 15 · 76% of median | 96 | 5.5 |
| 2014 | 678 | 11th lowest of 15 · 108% of median | 132 | 5.0 |
| 2015 | 657 | 10th lowest of 15 · 104% of median | 159 | 3.6 |
| 2016 | 641 | 9th lowest of 15 · 102% of median | 149 | 4.5 |
| 2017 | 629 | 8th lowest of 15 · 100% of median | 146 | 5.0 |
| 2018 | 346 | 2nd lowest of 15 · 55% of median | 131 | 6.1 |
| 2019 | 831 | 13th lowest of 15 · 132% of median | 169 | 4.3 |
| 2020 | 480 | 5th lowest of 15 · 76% of median | 130 | 5.1 |
| 2021 | 312 | 1st lowest of 15 · 50% of median | 109 | 4.1 |
| 2022 | 1,151 | 15th lowest of 15 · 183% of median | 195 | 6.5 |
| 2023 | 786 | 12th lowest of 15 · 125% of median | 138 | 21.0 |
| 2024 | 952 | 14th lowest of 15 · 151% of median | 187 | 4.1 |
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.