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FALLS CREEK DITCH
Structure dossier · WDID 2900594 · 1 · EAST FORK SAN JUAN RIVER · DWR record
Where this page's figures come from
Generated 2026-08-27 20:47 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 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 1940-05-16 — 217th most senior of the 853 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: BORROW POND (1940-05-15). Immediately behind: FALLS CREEK DITCH HEADGATE NO. 2 (1940-05-16).
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 |
|---|---|---|---|---|---|---|---|
| 33008.0 | 1940-05-16 | 1962-04-19 | 2.5 | 0.0 | C | IRRDOM | #317 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 117 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) |
|---|---|---|---|---|
| 2011 | 79 | 6th lowest of 15 · 68% of median | 90 | 1.7 |
| 2012 | 226 | 13th lowest of 15 · 193% of median | 84 | 2.1 |
| 2013 | 119 | 9th lowest of 15 · 102% of median | 84 | 1.9 |
| 2014 | 72 | 5th lowest of 15 · 62% of median | 56 | 1.1 |
| 2015 | 251 | 14th lowest of 15 · 214% of median | 130 | 1.6 |
| 2016 | 70 | 4th lowest of 15 · 60% of median | 88 | 0.7 |
| 2017 | 18 | 2nd lowest of 15 · 15% of median | 38 | 0.4 |
| 2018 | 47 | 3rd lowest of 15 · 40% of median | 123 | 1.6 |
| 2019 | 100 | 7th lowest of 15 · 86% of median | 108 | 0.9 |
| 2020 | 185 | 10th lowest of 15 · 158% of median | 142 | 1.5 |
| 2021 | 207 | 12th lowest of 15 · 177% of median | 146 | 2.1 |
| 2022 | 117 | 8th lowest of 15 · 100% of median | 133 | 0.9 |
| 2023 | 193 | 11th lowest of 15 · 165% of median | 119 | 2.2 |
| 2024 | 471 | 15th lowest of 15 · 403% of median | 150 | 4.0 |
| 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.