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ROBINSON D
Structure dossier · WDID 2500636 · 1 · RASPBERRY CREEK (AKA SPR · 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 1870-11-01 — 47th most senior of the 847 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: CLARK D A (1870-11-01). Immediately behind: W0041 WELL NO 01 (1870-11-01).
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 |
|---|---|---|---|---|---|---|---|
| 7610.0 | 1870-11-01 | 1890-03-28 | 0.5 | 0.0 | C | IRR | 16 |
| 11428.0 | 1881-04-15 | 1890-03-28 | 1.8 | 0.0 | C | IRR | 75 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 429 AF. Its most recent year on record, 2025, came in at 463 AF — 108% of that, and 9th 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) |
|---|---|---|---|---|
| 2010 | 833 | 14th lowest of 15 · 194% of median | 352 | 2.1 |
| 2011 | 985 | 15th lowest of 15 · 230% of median | 365 | 2.0 |
| 2012 | 603 | 11th lowest of 15 · 141% of median | 306 | 1.0 |
| 2013 | 419 | 7th lowest of 15 · 98% of median | 212 | 1.0 |
| 2014 | 429 | 8th lowest of 15 · 100% of median | 144 | 1.6 |
| 2015 | 121 | 1st lowest of 15 · 28% of median | 61 | 1.0 |
| 2016 | 718 | 13th lowest of 15 · 167% of median | 305 | 1.5 |
| 2017 | 649 | 12th lowest of 15 · 151% of median | 263 | 1.5 |
| 2018 | 360 | 6th lowest of 15 · 84% of median | 285 | 1.0 |
| 2019 | 292 | 4th lowest of 15 · 68% of median | 195 | 1.5 |
| 2020 | 468 | 10th lowest of 15 · 109% of median | 338 | 2.0 |
| 2021 | 237 | 2nd lowest of 15 · 55% of median | 343 | 1.0 |
| 2022 | 321 | 5th lowest of 15 · 75% of median | 304 | 1.2 |
| 2024 | 245 | 3rd lowest of 15 · 57% of median | 245 | 0.6 |
| 2025 | 463 | 9th lowest of 15 · 108% of median | 298 | 1.2 |
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.