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WILSON DITCH PUMP
Structure dossier · WDID 5400595 · 8 · LITTLE SNAKE RIVER · DWR record
Where this page's figures come from
Generated 2026-08-27 21:29 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 1885-06-25 — 7th most senior of the 724 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: WILSON DITCH (1885-06-25). Immediately behind: DAVIDSON DITCH (1885-10-18).
Decreed rights (2)
| 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 |
|---|---|---|---|---|---|---|---|
| 12960.0 | 1885-06-25 | 1894-09-22 | 0.625 | 0.0 | C | IRR | 6 |
| 37433.18779 | 1901-06-01 | 1964-06-23 | 2.25 | 0.0 | C | IRR | 4AAAA |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 155 AF. Its most recent year on record, 2023, came in at 0 AF — 0% of that, and 1st 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) |
|---|---|---|---|---|
| 2007 | 274 | 11th lowest of 15 · 177% of median | 107 | 1.3 |
| 2008 | 204 | 9th lowest of 15 · 132% of median | 42 | 3.0 |
| 2009 | 309 | 13th lowest of 15 · 199% of median | 57 | 3.0 |
| 2010 | 323 | 14th lowest of 15 · 208% of median | 77 | 2.2 |
| 2011 | 155 | 8th lowest of 15 · 100% of median | 28 | 3.0 |
| 2012 | 290 | 12th lowest of 15 · 187% of median | 81 | 2.2 |
| 2013 | 465 | 15th lowest of 15 · 300% of median | 125 | 2.2 |
| 2014 | 229 | 10th lowest of 15 · 148% of median | 66 | 2.2 |
| 2015 | 151 | 7th lowest of 15 · 97% of median | 52 | 2.0 |
| 2016 | 0 | 1st lowest of 15 · 0% of median | 2 | 0.0 |
| 2018 | 0 | 1st lowest of 15 · 0% of median | 1 | 0.0 |
| 2019 | 0 | 1st lowest of 15 · 0% of median | 1 | 0.0 |
| 2020 | 0 | 1st lowest of 15 · 0% of median | 1 | 0.0 |
| 2021 | 0 | 1st lowest of 15 · 0% of median | 1 | 0.0 |
| 2023 | 0 | 1st lowest of 15 · 0% of median | 1 | 0.0 |
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.