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SUPPLY DITCH
Structure dossier · WDID 4100569 · 1 · UNCOMPAHGRE RIVER · DWR record
Where this page's figures come from
Generated 2026-08-27 21:05 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 1882-05-07 — 31st most senior of the 1104 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: EAST CANAL (1882-05-01). Immediately behind: S E DILLON DITCH (1882-10-01).
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 |
|---|---|---|---|---|---|---|---|
| 11815.0 | 1882-05-07 | 1890-06-30 | 2.0 | 0.0 | C | IRR | 16, 17 |
| 14198.0 | 1888-11-14 | 1890-06-30 | 1.31 | 0.0 | C | IRR | 65, 95 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 1,260 AF. Its most recent year on record, 2000, came in at 1,260 AF — 100% of that, and 8th 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) |
|---|---|---|---|---|
| 1986 | 2,741 | 15th lowest of 15 · 218% of median | 173 | 11.5 |
| 1987 | 1,421 | 9th lowest of 15 · 113% of median | 130 | 12.1 |
| 1988 | 2,096 | 13th lowest of 15 · 166% of median | 166 | 13.0 |
| 1989 | 1,655 | 10th lowest of 15 · 131% of median | 149 | 8.2 |
| 1990 | 2,029 | 12th lowest of 15 · 161% of median | 175 | 8.5 |
| 1991 | 1,819 | 11th lowest of 15 · 144% of median | 189 | 12.2 |
| 1992 | 1,119 | 6th lowest of 15 · 89% of median | 168 | 6.5 |
| 1993 | 2,317 | 14th lowest of 15 · 184% of median | 163 | 15.8 |
| 1994 | 1,073 | 5th lowest of 15 · 85% of median | 139 | 7.1 |
| 1995 | 1,165 | 7th lowest of 15 · 92% of median | 186 | 6.8 |
| 1996 | 866 | 4th lowest of 15 · 69% of median | 156 | 5.8 |
| 1997 | 815 | 3rd lowest of 15 · 65% of median | 200 | 4.2 |
| 1998 | 406 | 1st lowest of 15 · 32% of median | 111 | 2.2 |
| 1999 | 699 | 2nd lowest of 15 · 56% of median | 148 | 4.8 |
| 2000 | 1,260 | 8th lowest of 15 · 100% of median | 172 | 6.0 |
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.