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REYNOLDS SPRING (UPPER REYNOLDS )
Structure dossier · WDID 4006553 · 4 · REYNOLDS CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 20:32 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 1884-06-01 — 174th 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: REYNOLDS DITCH (1884-06-01). Immediately behind: TERROR DITCH (1884-12-11).
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 |
|---|---|---|---|---|---|---|---|
| 14413.12571 | 1884-06-01 | 1901-04-12 | 0.5 | 0.0 | C | IRR | 13 |
Recorded use (last 11 years on record)
In a median year this structure has a recorded diversion of 25 AF. Its most recent year on record, 2024, came in at 50 AF — 200% of that, and 8th lowest of the 11 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) |
|---|---|---|---|---|
| 2014 | 0 | 1st lowest of 11 · 0% of median | 1 | 0.0 |
| 2015 | 14 | 3rd lowest of 11 · 56% of median | 71 | 0.1 |
| 2016 | 85 | 11th lowest of 11 · 340% of median | 366 | 0.3 |
| 2017 | 82 | 10th lowest of 11 · 328% of median | 365 | 0.3 |
| 2018 | 66 | 9th lowest of 11 · 264% of median | 304 | 0.1 |
| 2019 | 0 | 1st lowest of 11 · 0% of median | 5 | 0.0 |
| 2020 | 25 | 6th lowest of 11 · 100% of median | 228 | 0.1 |
| 2021 | 38 | 7th lowest of 11 · 152% of median | 365 | 0.1 |
| 2022 | 14 | 3rd lowest of 11 · 56% of median | 261 | 0.1 |
| 2023 | 19 | 5th lowest of 11 · 76% of median | 75 | 0.1 |
| 2024 | 50 | 8th lowest of 11 · 200% of median | 298 | 0.1 |
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.