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GLENWOOD SPRINGS PL NO 3
Structure dossier · WDID 3900572 · 7 · MITCHELL CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 20:40 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.
Which of its rights get called out?
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 1905-12-26 — 331st most senior of the 1758 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: GLENWOOD SPRINGS PL NO 2 (1905-12-26). Immediately behind: GLENWOOD SPRINGS PL NO 4 (1905-12-26).
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 |
|---|---|---|---|---|---|---|---|
| 37503.20448 | 1905-12-26 | 1966-11-10 | 1.8 | 0.0 | C | FIS | 273 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 109 AF. Its most recent year on record, 2021, came in at 65 AF — 60% of that, and 5th 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) |
|---|---|---|---|---|
| 1987 | 91 | 6th lowest of 15 · 84% of median | 61 | 0.8 |
| 1988 | 465 | 15th lowest of 15 · 427% of median | 305 | 0.9 |
| 1995 | 24 | 2nd lowest of 15 · 22% of median | 61 | 0.2 |
| 1996 | 384 | 12th lowest of 15 · 352% of median | 366 | 1.2 |
| 1997 | 385 | 13th lowest of 15 · 353% of median | 365 | 1.2 |
| 1998 | 395 | 14th lowest of 15 · 362% of median | 365 | 1.2 |
| 1999 | 148 | 10th lowest of 15 · 136% of median | 304 | 0.3 |
| 2013 | 29 | 4th lowest of 15 · 27% of median | 61 | 0.3 |
| 2014 | 140 | 9th lowest of 15 · 128% of median | 304 | 0.3 |
| 2016 | 24 | 2nd lowest of 15 · 22% of median | 61 | 0.2 |
| 2017 | 149 | 11th lowest of 15 · 137% of median | 365 | 0.3 |
| 2018 | 100 | 7th lowest of 15 · 92% of median | 365 | 0.2 |
| 2019 | 109 | 8th lowest of 15 · 100% of median | 304 | 0.3 |
| 2020 | 12 | 1st lowest of 15 · 11% of median | 61 | 0.1 |
| 2021 | 65 | 5th lowest of 15 · 60% of median | 304 | 0.2 |
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.