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JAY CREEK DITCH
Structure dossier · WDID 4001004 · 1 · JAY CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:25 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 1912-04-01 — 1434th most senior of the 4661 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: HEDDLES & HOFER WASTE DITCH (1911-11-11). Immediately behind: ROOSEVELT DITCH (1912-05-01).
Decreed rights (3)
| 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 |
|---|---|---|---|---|---|---|---|
| 25807.22736 | 1912-04-01 | 1930-02-10 | 2.25 | 0.0 | C | IRR | G75 |
| 57774.0 | 2008-03-06 | 2008-12-31 | 2.4 | 0.0 | C | IRR | |
| 58438.0 | 2009-12-30 | 2009-12-31 | 0.25 | 0.0 | C | STK |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 60 AF. Its most recent year on record, 2024, came in at 3 AF — 5% of that, and 3rd 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 | 57 | 7th lowest of 15 · 95% of median | 51 | 2.1 |
| 2011 | 181 | 14th lowest of 15 · 302% of median | 66 | 2.8 |
| 2012 | 0 | 1st lowest of 15 · 0% of median | 1 | 0.0 |
| 2013 | 107 | 10th lowest of 15 · 178% of median | 57 | 2.5 |
| 2014 | 156 | 12th lowest of 15 · 260% of median | 52 | 2.0 |
| 2015 | 310 | 15th lowest of 15 · 517% of median | 82 | 3.0 |
| 2016 | 144 | 11th lowest of 15 · 240% of median | 56 | 3.2 |
| 2017 | 88 | 9th lowest of 15 · 147% of median | 57 | 0.9 |
| 2018 | 19 | 4th lowest of 15 · 32% of median | 30 | 0.8 |
| 2019 | 0 | 1st lowest of 15 · 0% of median | 4 | 0.0 |
| 2020 | 60 | 8th lowest of 15 · 100% of median | 47 | 1.0 |
| 2021 | 53 | 6th lowest of 15 · 88% of median | 31 | 2.1 |
| 2022 | 24 | 5th lowest of 15 · 40% of median | 16 | 1.2 |
| 2023 | 159 | 13th lowest of 15 · 265% of median | 41 | 2.0 |
| 2024 | 3 | 3rd lowest of 15 · 5% of median | 16 | 0.1 |
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.