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PHILLIPS DITCH NO 1
Structure dossier · WDID 4001237 · 1 · SCHAEFER CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 20:58 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 1924-05-01 — 2316th most senior of the 4661 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: LEONARD SPRING NO 2 (1920-06-01). Immediately behind: BARROW SPRING PIPELINE (1924-06-01).
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 |
|---|---|---|---|---|---|---|---|
| 45290.27149 | 1924-05-01 | 1974-12-31 | 0.02 | 0.0 | C | IRRDOMSTK | |
| 57343.56809 | 2005-07-15 | 2007-12-31 | 0.08 | 0.0 | C | DOMSTK |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 30 AF. Its most recent year on record, 1996, 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) |
|---|---|---|---|---|
| 1980 | 27 | 6th lowest of 15 · 90% of median | 65 | 0.2 |
| 1981 | 17 | 5th lowest of 15 · 57% of median | 61 | 0.2 |
| 1982 | 14 | 4th lowest of 15 · 47% of median | 142 | 0.1 |
| 1983 | 33 | 9th lowest of 15 · 110% of median | 112 | 0.2 |
| 1984 | 46 | 11th lowest of 15 · 153% of median | 118 | 0.2 |
| 1985 | 91 | 15th lowest of 15 · 303% of median | 120 | 0.5 |
| 1986 | 48 | 12th lowest of 15 · 160% of median | 126 | 0.2 |
| 1987 | 27 | 6th lowest of 15 · 90% of median | 69 | 0.2 |
| 1988 | 30 | 8th lowest of 15 · 100% of median | 89 | 0.2 |
| 1989 | 48 | 12th lowest of 15 · 160% of median | 114 | 0.2 |
| 1990 | 37 | 10th lowest of 15 · 123% of median | 162 | 0.2 |
| 1991 | 67 | 14th lowest of 15 · 223% of median | 67 | 1.4 |
| 1993 | 0 | 1st lowest of 15 · 0% of median | 1 | 0.0 |
| 1994 | 0 | 1st lowest of 15 · 0% of median | 1 | 0.0 |
| 1996 | 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.