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TAYLOR DRAW PWR CONDUIT
Structure dossier · WDID 4302571 · 7 · WHITE RIVER · DWR record
Where this page's figures come from
Generated 2026-08-27 20:30 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (a1c9146) — 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 1962-07-03 — 1270th most senior of the 3293 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: W & P SPRING (1962-06-25). Immediately behind: TAYLOR DRAW RES (1962-07-03).
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 |
|---|---|---|---|---|---|---|---|
| 41091.0 | 1962-07-03 | 1966-11-21 | 620.0 | 0.0 | C | IRRMUNINDFISDOMSTKPWRALL | 720B |
| 48507.0 | 1982-10-22 | 1982-12-31 | 125.0 | 775.0 | C | PWR |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 266,068 AF. Its most recent year on record, 2025, came in at 2,585 AF — 1% of that, and 1st 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) |
|---|---|---|---|---|
| 2008 | 335,580 | 12th lowest of 15 · 126% of median | 305 | 699.0 |
| 2009 | 51,389 | 3rd lowest of 15 · 19% of median | 61 | 530.0 |
| 2010 | 332,236 | 11th lowest of 15 · 125% of median | 365 | 708.0 |
| 2011 | 362,298 | 15th lowest of 15 · 136% of median | 304 | 709.0 |
| 2012 | 199,582 | 6th lowest of 15 · 75% of median | 305 | 699.8 |
| 2016 | 49,633 | 2nd lowest of 15 · 19% of median | 61 | 532.0 |
| 2017 | 302,563 | 10th lowest of 15 · 114% of median | 338 | 708.0 |
| 2018 | 266,068 | 8th lowest of 15 · 100% of median | 365 | 707.5 |
| 2019 | 352,383 | 14th lowest of 15 · 132% of median | 365 | 1098.0 |
| 2020 | 293,225 | 9th lowest of 15 · 110% of median | 366 | 1103.0 |
| 2021 | 124,566 | 4th lowest of 15 · 47% of median | 185 | 596.0 |
| 2022 | 170,548 | 5th lowest of 15 · 64% of median | 365 | 700.0 |
| 2023 | 343,559 | 13th lowest of 15 · 129% of median | 365 | 702.0 |
| 2024 | 248,709 | 7th lowest of 15 · 94% of median | 311 | 701.0 |
| 2025 | 2,585 | 1st lowest of 15 · 1% of median | 4 | 387.0 |
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.