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GARDENHEIR DITCH
Structure dossier · WDID 4301030 · 1 · PICEANCE CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:19 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.
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 1895-03-05 — 985th 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: WEST STEWART GULCH RES (1895-03-02). Immediately behind: KING D 1 AND 2 HG ALT 1 (1896-05-01).
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 |
|---|---|---|---|---|---|---|---|
| 32172.165 | 1895-03-05 | 1942-05-26 | 0.61 | 0.0 | C | IRR | 368 |
| 32172.24592 | 1917-05-01 | 1942-05-26 | 1.43 | 0.0 | C | IRR | 467-Z6 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 151 AF. Its most recent year on record, 2025, came in at 203 AF — 134% of that, and 10th 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) |
|---|---|---|---|---|
| 2011 | 664 | 14th lowest of 15 · 440% of median | 142 | 4.0 |
| 2012 | 105 | 7th lowest of 15 · 70% of median | 42 | 2.2 |
| 2013 | 24 | 2nd lowest of 15 · 16% of median | 25 | 1.0 |
| 2014 | 89 | 6th lowest of 15 · 59% of median | 28 | 2.0 |
| 2015 | 530 | 11th lowest of 15 · 351% of median | 177 | 1.6 |
| 2016 | 151 | 8th lowest of 15 · 100% of median | 31 | 2.6 |
| 2017 | 0 | 1st lowest of 15 · 0% of median | 4 | 0.0 |
| 2018 | 81 | 5th lowest of 15 · 54% of median | 29 | 1.5 |
| 2019 | 562 | 12th lowest of 15 · 372% of median | 149 | 2.0 |
| 2020 | 154 | 9th lowest of 15 · 102% of median | 35 | 3.0 |
| 2021 | 49 | 4th lowest of 15 · 32% of median | 25 | 1.5 |
| 2022 | 27 | 3rd lowest of 15 · 18% of median | 12 | 1.5 |
| 2023 | 1,024 | 15th lowest of 15 · 678% of median | 81 | 6.8 |
| 2024 | 611 | 13th lowest of 15 · 405% of median | 145 | 3.6 |
| 2025 | 203 | 10th lowest of 15 · 134% of median | 70 | 1.5 |
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.