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CASTLE NO 1 DITCH
Structure dossier · WDID 3700534 · 1 · EBY CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:12 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 1889-03-15 — 82nd 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: SKIFF AND SCHLIFF DITCH (1888-03-15). Immediately behind: CASTLE NO 2 DITCH (1889-03-15).
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 |
|---|---|---|---|---|---|---|---|
| 14319.0 | 1889-03-15 | 1889-12-17 | 0.0 | 0.0 | C | IRR | 74 |
| 20427.19083 | 1902-04-01 | 1907-06-04 | 6.2 | 0.0 | C | IRR | 238 |
| 30894.24197 | 1916-04-01 | 1936-10-03 | 1.58 | 0.0 | C | IRR | 429 |
| 30894.26814 | 1923-06-01 | 1936-10-03 | 2.64 | 0.0 | C | IRR | 453B |
| 54279.53579 | 1996-09-10 | 1999-08-11 | 3.0 | 0.0 | C | IRR | |
| 58439.57861 | 2008-06-01 | 2010-12-31 | 1.337 | 0.0 | C | STO |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 116 AF. Its most recent year on record, 2024, came in at 230 AF — 198% of that, and 15th 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 | 51 | 3rd lowest of 15 · 44% of median | 108 | 1.3 |
| 2011 | 179 | 14th lowest of 15 · 154% of median | 169 | 2.1 |
| 2012 | 68 | 4th lowest of 15 · 59% of median | 174 | 2.0 |
| 2013 | 143 | 12th lowest of 15 · 123% of median | 176 | 1.3 |
| 2014 | 114 | 7th lowest of 15 · 98% of median | 168 | 0.5 |
| 2015 | 122 | 9th lowest of 15 · 105% of median | 136 | 0.9 |
| 2016 | 89 | 5th lowest of 15 · 77% of median | 130 | 1.3 |
| 2017 | 152 | 13th lowest of 15 · 131% of median | 149 | 0.8 |
| 2018 | 45 | 2nd lowest of 15 · 39% of median | 72 | 0.6 |
| 2019 | 123 | 10th lowest of 15 · 106% of median | 155 | 0.7 |
| 2020 | 116 | 8th lowest of 15 · 100% of median | 152 | 0.9 |
| 2021 | 126 | 11th lowest of 15 · 109% of median | 194 | 0.8 |
| 2022 | 0 | 1st lowest of 15 · 0% of median | 61 | 0.0 |
| 2023 | 102 | 6th lowest of 15 · 88% of median | 365 | 0.8 |
| 2024 | 230 | 15th lowest of 15 · 198% of median | 305 | 2.2 |
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.