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SCHECKER DITCH
Structure dossier · WDID 6200741 · 1 · POWDERHORN CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:08 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 1885-09-15 — 44th most senior of the 1980 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: SAMMONS IRG D NO 4 (1884-08-15). Immediately behind: WEGENER-KNOLL DITCH (1886-05-15).
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 |
|---|---|---|---|---|---|---|---|
| 13042.0 | 1885-09-15 | 1904-03-28 | 4.04 | 0.0 | C | IRR | 52 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 473 AF. Its most recent year on record, 2025, 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) |
|---|---|---|---|---|
| 2010 | 584 | 11th lowest of 15 · 124% of median | 74 | 4.8 |
| 2011 | 342 | 4th lowest of 15 · 72% of median | 72 | 3.0 |
| 2012 | 498 | 9th lowest of 15 · 105% of median | 73 | 4.8 |
| 2013 | 417 | 6th lowest of 15 · 88% of median | 103 | 3.2 |
| 2014 | 473 | 8th lowest of 15 · 100% of median | 75 | 3.9 |
| 2015 | 624 | 12th lowest of 15 · 132% of median | 78 | 4.5 |
| 2017 | 325 | 3rd lowest of 15 · 69% of median | 46 | 4.6 |
| 2018 | 674 | 14th lowest of 15 · 142% of median | 98 | 4.7 |
| 2019 | 641 | 13th lowest of 15 · 136% of median | 86 | 4.7 |
| 2020 | 515 | 10th lowest of 15 · 109% of median | 75 | 4.1 |
| 2021 | 269 | 2nd lowest of 15 · 57% of median | 51 | 5.6 |
| 2022 | 392 | 5th lowest of 15 · 83% of median | 65 | 4.1 |
| 2023 | 455 | 7th lowest of 15 · 96% of median | 51 | 5.7 |
| 2024 | 969 | 15th lowest of 15 · 205% of median | 101 | 5.5 |
| 2025 | 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.