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SHAW D 2
Structure dossier · WDID 2000837 · 1 · SHAW CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 20:15 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.
Will it be 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 1874-06-21 — 66th 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: GRUBB D 2 (1874-06-21). Immediately behind: GRUBB DITCH BYPASS (1874-06-21).
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 |
|---|---|---|---|---|---|---|---|
| 8938.0 | 1874-06-21 | 1896-05-01 | 1.2 | 0.0 | C | IRR | 61 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 292 AF. Its most recent year on record, 2025, came in at 398 AF — 136% of that, and 13th 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) |
|---|---|---|---|---|
| 2009 | 337 | 11th lowest of 15 · 115% of median | 187 | 1.2 |
| 2010 | 261 | 5th lowest of 15 · 89% of median | 141 | 1.2 |
| 2011 | 165 | 2nd lowest of 15 · 56% of median | 121 | 1.2 |
| 2012 | 215 | 4th lowest of 15 · 74% of median | 133 | 1.2 |
| 2013 | 280 | 7th lowest of 15 · 96% of median | 170 | 1.2 |
| 2014 | 272 | 6th lowest of 15 · 93% of median | 134 | 1.2 |
| 2015 | 292 | 8th lowest of 15 · 100% of median | 142 | 1.2 |
| 2016 | 340 | 12th lowest of 15 · 116% of median | 170 | 1.2 |
| 2017 | 198 | 3rd lowest of 15 · 68% of median | 100 | 1.2 |
| 2018 | 309 | 10th lowest of 15 · 106% of median | 205 | 1.2 |
| 2019 | 6 | 1st lowest of 15 · 2% of median | 47 | 0.3 |
| 2022 | 1,087 | 15th lowest of 15 · 372% of median | 211 | 50.0 |
| 2023 | 514 | 14th lowest of 15 · 176% of median | 215 | 9.0 |
| 2024 | 305 | 9th lowest of 15 · 104% of median | 190 | 1.2 |
| 2025 | 398 | 13th lowest of 15 · 136% of median | 214 | 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.