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LE CLAIRE DITCH
Structure dossier · WDID 4400683 · 1 · PINE 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 (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 1905-04-13 — 506th most senior of the 3562 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: PETER UEHLEIN D (1904-04-05). Immediately behind: A Q DITCH 3 (1905-12-31).
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 |
|---|---|---|---|---|---|---|---|
| 36295.20191 | 1905-04-13 | 1960-09-01 | 2.0 | 0.0 | C | IRR | 13 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 381 AF. Its most recent year on record, 2024, came in at 0 AF — 0% 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) |
|---|---|---|---|---|
| 2007 | 381 | 7th lowest of 15 · 100% of median | 118 | 2.5 |
| 2008 | 412 | 9th lowest of 15 · 108% of median | 140 | 2.5 |
| 2009 | 418 | 10th lowest of 15 · 110% of median | 106 | 3.0 |
| 2010 | 300 | 5th lowest of 15 · 79% of median | 118 | 4.0 |
| 2011 | 512 | 12th lowest of 15 · 134% of median | 111 | 4.0 |
| 2012 | 125 | 3rd lowest of 15 · 33% of median | 50 | 2.0 |
| 2013 | 287 | 4th lowest of 15 · 75% of median | 149 | 2.0 |
| 2014 | 341 | 6th lowest of 15 · 90% of median | 135 | 2.0 |
| 2015 | 381 | 7th lowest of 15 · 100% of median | 122 | 3.0 |
| 2016 | 520 | 13th lowest of 15 · 136% of median | 135 | 3.5 |
| 2019 | 477 | 11th lowest of 15 · 125% of median | 154 | 2.0 |
| 2020 | 0 | 1st lowest of 15 · 0% of median | 2 | 0.0 |
| 2021 | 609 | 14th lowest of 15 · 160% of median | 170 | 2.5 |
| 2023 | 687 | 15th lowest of 15 · 180% of median | 112 | 3.4 |
| 2024 | 0 | 1st lowest of 15 · 0% of median | 1 | 0.0 |
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.