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EVACUATION CR DITCH 1
Structure dossier · WDID 4300628 · 1 · WEST EVACUATION CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:24 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (a1c9146) — 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 1906-07-26 — 712th most senior of the 3293 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: ESSIE JANES DITCH (1906-07-26). Immediately behind: EVACUATION CR DITCH 2 (1906-07-26).
Decreed rights (10)
| 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 |
|---|---|---|---|---|---|---|---|
| 23259.2066 | 1906-07-26 | 1914-04-15 | 0.0 | 0.0 | C | IRR | 261A |
| 23259.20662 | 1906-07-28 | 1914-04-15 | 0.13 | 0.0 | C | IRR | 261B |
| 23259.20918 | 1907-04-10 | 1914-04-15 | 0.0 | 0.0 | C | IRR | 261C |
| 23259.20935 | 1907-04-27 | 1914-04-15 | 0.0 | 0.0 | C | IRR | 261D |
| 23259.20939 | 1907-05-01 | 1914-04-15 | 0.0 | 0.0 | C | IRR | 261E |
| 23259.22841 | 1912-07-15 | 1914-04-15 | 0.0 | 0.0 | C | IRR | 261F |
| 23259.22863 | 1912-08-06 | 1914-04-15 | 0.0 | 0.0 | C | IRR | 261G |
| 25436.23145 | 1913-05-15 | 1920-04-07 | 0.0 | 0.0 | C | IRR | 266 |
| 25664.233 | 1913-10-17 | 1920-07-19 | 0.0 | 0.0 | C | IRR | 266A |
| 45655.25353 | 1919-06-01 | 1975-12-31 | 0.0 | 0.0 | C | IRR |
Recorded use (last 9 years on record)
In a median year this structure has a recorded diversion of 0 AF. Its most recent year on record, 2024, came in at 110 AF — —% of that, and 9th lowest of the 9 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) |
|---|---|---|---|---|
| 1974 | 58 | 8th lowest of 9 · —% of median | 41 | 0.8 |
| 2001 | 0 | 1st lowest of 9 · —% of median | 1 | 0.0 |
| 2002 | 0 | 1st lowest of 9 · —% of median | 1 | 0.0 |
| 2003 | 0 | 1st lowest of 9 · —% of median | 1 | 0.0 |
| 2010 | 13 | 6th lowest of 9 · —% of median | 105 | 0.1 |
| 2011 | 32 | 7th lowest of 9 · —% of median | 124 | 0.1 |
| 2016 | 0 | 1st lowest of 9 · —% of median | 1 | 0.0 |
| 2023 | 0 | 1st lowest of 9 · —% of median | 1 | 0.0 |
| 2024 | 110 | 9th lowest of 9 · —% of median | 80 | 0.7 |
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.