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WOOLEY & JOHNSON D
Structure dossier · WDID 4400514 · 1 · YAMPA RIVER · DWR record
Where this page's figures come from
Generated 2026-08-27 21:10 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 1907-03-25 — 508th most senior of the 3562 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: A Q DITCH 3 (1905-12-31). Immediately behind: ELLIS DITCH (1908-12-31).
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 |
|---|---|---|---|---|---|---|---|
| 36295.20902 | 1907-03-25 | 1960-09-01 | 6.04 | 0.0 | C | IRR | 15 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 139 AF. Its most recent year on record, 2022, came in at 122 AF — 88% of that, and 7th 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) |
|---|---|---|---|---|
| 1999 | 321 | 11th lowest of 15 · 231% of median | 30 | 6.0 |
| 2000 | 357 | 13th lowest of 15 · 257% of median | 37 | 6.0 |
| 2001 | 321 | 11th lowest of 15 · 231% of median | 31 | 6.0 |
| 2002 | 479 | 15th lowest of 15 · 345% of median | 46 | 6.0 |
| 2003 | 226 | 9th lowest of 15 · 163% of median | 21 | 6.0 |
| 2004 | 464 | 14th lowest of 15 · 334% of median | 44 | 6.0 |
| 2005 | 95 | 6th lowest of 15 · 68% of median | 9 | 6.0 |
| 2006 | 286 | 10th lowest of 15 · 206% of median | 27 | 6.0 |
| 2007 | 8 | 3rd lowest of 15 · 6% of median | 21 | 0.2 |
| 2009 | 0 | 1st lowest of 15 · 0% of median | 2 | 0.0 |
| 2012 | 139 | 8th lowest of 15 · 100% of median | 31 | 4.2 |
| 2013 | 83 | 5th lowest of 15 · 60% of median | 12 | 4.2 |
| 2016 | 42 | 4th lowest of 15 · 30% of median | 12 | 4.2 |
| 2019 | 0 | 1st lowest of 15 · 0% of median | 3 | 0.0 |
| 2022 | 122 | 7th lowest of 15 · 88% of median | 25 | 4.6 |
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.