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WILCOXSON DITCH NO. 1 HG.2
Structure dossier · WDID 4302564 · 1 · PICEANCE CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 20:36 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.
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 1999-11-16 — 3040th 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: J.D. & NANCY AMICK HOUSE SPRING (1975-04-30). Immediately behind: RYAN'S POND FEEDER DITCH (2001-03-22).
Decreed rights (1)
| 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 |
|---|---|---|---|---|---|---|---|
| 55882.54741 | 1999-11-16 | 2001-12-31 | 0.5 | 1.0 | C | STO |
Recorded use (last 10 years on record)
In a median year this structure has a recorded diversion of 44 AF. Its most recent year on record, 2016, came in at 30 AF — 68% of that, and 5th lowest of the 10 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) |
|---|---|---|---|---|
| 2002 | 6 | 2nd lowest of 10 · 14% of median | 61 | 0.1 |
| 2003 | 58 | 6th lowest of 10 · 132% of median | 289 | 0.2 |
| 2004 | 61 | 7th lowest of 10 · 139% of median | 217 | 0.2 |
| 2005 | 120 | 10th lowest of 10 · 273% of median | 226 | 0.5 |
| 2006 | 29 | 4th lowest of 10 · 66% of median | 60 | 0.2 |
| 2007 | 17 | 3rd lowest of 10 · 39% of median | 36 | 0.2 |
| 2008 | 92 | 9th lowest of 10 · 209% of median | 122 | 0.5 |
| 2009 | 65 | 8th lowest of 10 · 148% of median | 133 | 0.2 |
| 2010 | 5 | 1st lowest of 10 · 11% of median | 13 | 0.2 |
| 2016 | 30 | 5th lowest of 10 · 68% of median | 84 | 0.2 |
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.