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DEANE POND NO 1 SPG
Structure dossier · WDID 3801639 · 3 · ROARING FORK RIVER · DWR record
Where this page's figures come from
Generated 2026-08-27 21:07 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 1943-06-01 — 868th most senior of the 4788 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: DEANE POND NO 2 SPG (1943-06-01). Immediately behind: DEANE POND NO 1 (1943-06-01).
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 |
|---|---|---|---|---|---|---|---|
| 37552.34119 | 1943-06-01 | 1958-06-20 | 10.0 | 0.0 | C | FIS | 670 |
Recorded use (last 7 years on record)
In a median year this structure has a recorded diversion of 6,272 AF. Its most recent year on record, 1980, came in at 6,050 AF — 96% of that, and 3rd lowest of the 7 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) |
|---|---|---|---|---|
| 1974 | 1,210 | 1st lowest of 7 · 19% of median | 61 | 10.0 |
| 1975 | 6,272 | 4th lowest of 7 · 100% of median | 365 | 10.0 |
| 1976 | 2,416 | 2nd lowest of 7 · 38% of median | 366 | 10.0 |
| 1977 | 7,240 | 5th lowest of 7 · 115% of median | 365 | 10.0 |
| 1978 | 7,240 | 5th lowest of 7 · 115% of median | 365 | 10.0 |
| 1979 | 7,240 | 5th lowest of 7 · 115% of median | 365 | 10.0 |
| 1980 | 6,050 | 3rd lowest of 7 · 96% of median | 305 | 10.0 |
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.