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RIO GRANDE D 2
Structure dossier · WDID 2000814 · 1 · RIO GRANDE · DWR record
Where this page's figures come from
Generated 2026-08-27 21:06 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 1875-05-03 — 89th 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: MCINTOSH ARROYA D (1875-05-03). Immediately behind: EAGLE D (1875-05-05).
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 |
|---|---|---|---|---|---|---|---|
| 9254.0 | 1875-05-03 | 1896-05-01 | 1.0 | 0.0 | C | IRR | 83 |
| 11383.0 | 1881-03-01 | 1896-05-01 | 3.2 | 0.0 | C | IRR | 200 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 1,475 AF. Its most recent year on record, 2025, came in at 1,308 AF — 89% of that, and 6th 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) |
|---|---|---|---|---|
| 2011 | 1,255 | 5th lowest of 15 · 85% of median | 218 | 4.2 |
| 2012 | 1,240 | 4th lowest of 15 · 84% of median | 217 | 4.2 |
| 2013 | 1,519 | 10th lowest of 15 · 103% of median | 207 | 6.2 |
| 2014 | 1,475 | 8th lowest of 15 · 100% of median | 203 | 4.2 |
| 2015 | 1,611 | 12th lowest of 15 · 109% of median | 211 | 4.2 |
| 2016 | 2,065 | 15th lowest of 15 · 140% of median | 275 | 8.2 |
| 2017 | 1,626 | 13th lowest of 15 · 110% of median | 365 | 6.2 |
| 2018 | 891 | 1st lowest of 15 · 60% of median | 365 | 8.5 |
| 2019 | 1,541 | 11th lowest of 15 · 104% of median | 305 | 6.7 |
| 2020 | 1,180 | 3rd lowest of 15 · 80% of median | 216 | 4.2 |
| 2021 | 1,165 | 2nd lowest of 15 · 79% of median | 210 | 4.2 |
| 2022 | 1,751 | 14th lowest of 15 · 119% of median | 216 | 5.7 |
| 2023 | 1,492 | 9th lowest of 15 · 101% of median | 222 | 7.2 |
| 2024 | 1,441 | 7th lowest of 15 · 98% of median | 216 | 4.2 |
| 2025 | 1,308 | 6th lowest of 15 · 89% of median | 214 | 4.2 |
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.