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VERZUH DITCH
Structure dossier · WDID 5900699 · 1 · EAST RIVER · DWR record
Where this page's figures come from
Generated 2026-08-27 21:20 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 1925-06-01 — 623rd most senior of the 2360 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: TAY CAN PG (1928-04-23). Immediately behind: ANNA ROZMAN DITCH (1927-06-01).
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 |
|---|---|---|---|---|---|---|---|
| 28733.27545 | 1925-06-01 | 1931-07-06 | 6.5 | 0.0 | C | IRRDOMSTK | 268 |
| 30667.23957 | 1915-08-05 | 1941-04-29 | 19.5 | 0.0 | C | IRR | 434 |
| 30667.26814 | 1923-06-01 | 1941-04-29 | 4.0 | 0.0 | C | IRR | 454 |
| 39252.3485 | 1945-06-01 | 1961-01-27 | 6.0 | 0.0 | C | IRRDOMSTK | 553, 554 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 7,616 AF. Its most recent year on record, 2025, came in at 8,847 AF — 116% of that, and 13th 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) |
|---|---|---|---|---|
| 2011 | 5,813 | 2nd lowest of 15 · 76% of median | 124 | 42.2 |
| 2012 | 9,869 | 14th lowest of 15 · 130% of median | 169 | 45.1 |
| 2013 | 6,682 | 5th lowest of 15 · 88% of median | 145 | 44.3 |
| 2014 | 8,282 | 12th lowest of 15 · 109% of median | 155 | 45.6 |
| 2015 | 8,186 | 11th lowest of 15 · 108% of median | 183 | 42.2 |
| 2016 | 7,309 | 7th lowest of 15 · 96% of median | 130 | 36.7 |
| 2017 | 7,881 | 9th lowest of 15 · 104% of median | 134 | 50.8 |
| 2018 | 6,213 | 3rd lowest of 15 · 82% of median | 162 | 46.4 |
| 2019 | 7,939 | 10th lowest of 15 · 104% of median | 112 | 42.2 |
| 2020 | 6,892 | 6th lowest of 15 · 90% of median | 135 | 38.1 |
| 2021 | 9,980 | 15th lowest of 15 · 131% of median | 179 | 56.8 |
| 2022 | 6,582 | 4th lowest of 15 · 86% of median | 114 | 43.0 |
| 2023 | 7,616 | 8th lowest of 15 · 100% of median | 128 | 40.1 |
| 2024 | 4,046 | 1st lowest of 15 · 53% of median | 127 | 30.3 |
| 2025 | 8,847 | 13th lowest of 15 · 116% of median | 133 | 40.1 |
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.