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HERNAGE DITCH
Structure dossier · WDID 3700635 · 1 · BRUSH CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 20:27 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.
Which of its rights get called out?
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 1882-05-01 — 11th most senior of the 2162 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: PHILLIPS DITCH (1882-04-30). Immediately behind: SUTTON DITCH (1882-05-01).
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 |
|---|---|---|---|---|---|---|---|
| 11809.0 | 1882-05-01 | 1889-12-17 | 2.4 | 0.0 | C | IRRAUG | 5 |
| 13603.0 | 1887-03-30 | 1889-12-17 | 1.2 | 0.0 | C | IRRMUNCOMINDDOMAUG | 50 |
| 14478.0 | 1889-08-21 | 1889-12-17 | 0.28 | 0.0 | C | IRR | 88 |
| 14519.0 | 1889-10-01 | 1889-12-17 | 0.4 | 0.0 | C | IRR | 91 |
| 16559.0 | 1895-05-03 | 1901-03-05 | 0.0344 | 0.0 | C | IRR | 168 |
| 18402.0 | 1900-05-20 | 1901-03-05 | 0.2054 | 0.0 | C | IRR | 199 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 512 AF. Its most recent year on record, 2024, came in at 492 AF — 96% of that, and 3rd lowest of the 15 years with a recorded volume.
This structure records both diversions and reservoir releases — they are separate water movements and are accounted separately below.
| 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 | Released (AF) | Days recorded | Peak (cfs) |
|---|---|---|---|---|---|
| 2008 | 660 | 10th lowest of 15 · 129% of median | — | 161 | 2.5 |
| 2009 | 774 | 12th lowest of 15 · 151% of median | — | 157 | 2.5 |
| 2010 | 907 | 14th lowest of 15 · 177% of median | — | 184 | 2.5 |
| 2011 | 484 | 2nd lowest of 15 · 94% of median | — | 123 | 2.5 |
| 2012 | 509 | 7th lowest of 15 · 99% of median | — | 172 | 1.5 |
| 2014 | 432 | 1st lowest of 15 · 84% of median | — | 139 | 1.6 |
| 2016 | 538 | 9th lowest of 15 · 105% of median | 538 | 214 | 1.4 |
| 2017 | 919 | 15th lowest of 15 · 180% of median | 490 | 245 | 3.5 |
| 2018 | 863 | 13th lowest of 15 · 169% of median | 490 | 304 | 3.2 |
| 2019 | 512 | 8th lowest of 15 · 100% of median | 492 | 250 | 1.9 |
| 2020 | 680 | 11th lowest of 15 · 133% of median | 487 | 357 | 3.1 |
| 2021 | 492 | 3rd lowest of 15 · 96% of median | 492 | 365 | 1.4 |
| 2022 | 492 | 3rd lowest of 15 · 96% of median | 492 | 365 | 1.4 |
| 2023 | 492 | 3rd lowest of 15 · 96% of median | 492 | 365 | 1.4 |
| 2024 | 492 | 3rd lowest of 15 · 96% of median | 492 | 305 | 1.4 |
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.