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GREDIG HIGHLINE D
Structure dossier · WDID 2000648 · 1 · AGUA RAMON CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:02 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 1946-04-01 — 3615th most senior of the 8016 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: W2830 WELL NO 01 (1946-03-31). Immediately behind: W1136 WELL NO 01 (1946-04-10).
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 |
|---|---|---|---|---|---|---|---|
| 35154.0 | 1946-04-01 | 1960-01-27 | 20.0 | 0.0 | C | IRR | 1959-30 |
Recorded use (last 10 years on record)
In a median year this structure has a recorded diversion of 126 AF. Its most recent year on record, 1993, came in at 0 AF — 0% of that, and 1st 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) |
|---|---|---|---|---|
| 1973 | 132 | 6th lowest of 10 · 104% of median | 36 | 5.0 |
| 1975 | 252 | 8th lowest of 10 · 199% of median | 47 | 4.0 |
| 1979 | 301 | 10th lowest of 10 · 238% of median | 96 | 2.5 |
| 1980 | 252 | 8th lowest of 10 · 199% of median | 76 | 5.0 |
| 1985 | 244 | 7th lowest of 10 · 193% of median | 70 | 4.0 |
| 1986 | 16 | 4th lowest of 10 · 13% of median | 23 | 0.5 |
| 1987 | 121 | 5th lowest of 10 · 96% of median | 31 | 4.0 |
| 1991 | 0 | 1st lowest of 10 · 0% of median | 12 | 0.0 |
| 1992 | 0 | 1st lowest of 10 · 0% of median | 12 | 0.0 |
| 1993 | 0 | 1st lowest of 10 · 0% of median | 4 | 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.