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F RIVIERE DITCH NO 2
Structure dossier · WDID 1300829 · 1 · GOODWIN 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 1873-04-01 — 103rd most senior of the 1017 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 KATZENSTEIN NO 1 APD (1873-03-30). Immediately behind: A TOD DITCH NO 2 (1873-04-15).
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 |
|---|---|---|---|---|---|---|---|
| 8492.0 | 1873-04-01 | 1896-03-12 | 0.8 | 0.0 | C | IRR | 52 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 49 AF. Its most recent year on record, 2011, came in at 18 AF — 37% of that, and 2nd 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) |
|---|---|---|---|---|
| 1979 | 151 | 15th lowest of 15 · 308% of median | 96 | 0.8 |
| 1980 | 133 | 14th lowest of 15 · 271% of median | 85 | 0.8 |
| 1981 | 21 | 3rd lowest of 15 · 43% of median | 14 | 0.8 |
| 1982 | 119 | 13th lowest of 15 · 243% of median | 76 | 0.8 |
| 1996 | 22 | 4th lowest of 15 · 45% of median | 22 | 0.6 |
| 1997 | 67 | 11th lowest of 15 · 137% of median | 43 | 0.8 |
| 1999 | 68 | 12th lowest of 15 · 139% of median | 44 | 0.8 |
| 2003 | 49 | 8th lowest of 15 · 100% of median | 47 | 0.6 |
| 2004 | 2 | 1st lowest of 15 · 4% of median | 2 | 0.8 |
| 2005 | 61 | 10th lowest of 15 · 124% of median | 39 | 1.2 |
| 2006 | 30 | 5th lowest of 15 · 61% of median | 22 | 0.8 |
| 2008 | 46 | 7th lowest of 15 · 94% of median | 34 | 0.8 |
| 2009 | 52 | 9th lowest of 15 · 106% of median | 37 | 0.8 |
| 2010 | 35 | 6th lowest of 15 · 71% of median | 25 | 0.8 |
| 2011 | 18 | 2nd lowest of 15 · 37% of median | 13 | 1.8 |
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.