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LAST CHANCE DITCH
Structure dossier · WDID 5700555 · 1 · TROUT CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 20:44 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 1902-06-01 — 100th most senior of the 1003 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: ECKMAN PARK RES ALT PT 3 (1905-06-10). Immediately behind: KELTON WELL 2 (1912-07-25).
Decreed rights (6)
| 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 |
|---|---|---|---|---|---|---|---|
| 22828.19144 | 1902-06-01 | 1913-06-06 | 3.0 | 0.0 | C | IRR | 73AA |
| 23167.20672 | 1906-08-07 | 1913-06-09 | 4.5 | 0.0 | C | STOIRRINDFIRPWRALL | 82AAA |
| 23167.21781 | 1909-08-20 | 1913-06-09 | 1.5 | 0.0 | C | IRR | 86A |
| 26551.22817 | 1912-06-21 | 1931-05-19 | 0.54 | 0.0 | C | IRR | 88 |
| 29723.24428 | 1916-11-18 | 1931-12-05 | 0.75 | 0.0 | C | IRR | 116A |
| 39925.38259 | 1954-10-01 | 1962-11-15 | 9.0 | 0.0 | C | STOIRRINDFIRSTKPWRALL | A-28 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 1,582 AF. Its most recent year on record, 2025, came in at 2,220 AF — 140% of that, and 12th lowest of the 15 years with a recorded volume.
This structure records both diversions and reservoir releases — they are separate water movements and are accounted separately below.
| 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 | Released (AF) | Days recorded | Peak (cfs) |
|---|---|---|---|---|---|
| 2011 | 1,578 | 7th lowest of 15 · 100% of median | — | 101 | 11.0 |
| 2012 | 865 | 3rd lowest of 15 · 55% of median | — | 162 | 11.6 |
| 2013 | 794 | 2nd lowest of 15 · 50% of median | — | 84 | 14.7 |
| 2014 | 1,292 | 4th lowest of 15 · 82% of median | 104 | 79 | 12.2 |
| 2015 | 533 | 1st lowest of 15 · 34% of median | 20 | 71 | 4.2 |
| 2016 | 1,385 | 5th lowest of 15 · 88% of median | — | 134 | 9.5 |
| 2017 | 3,034 | 15th lowest of 15 · 192% of median | — | 132 | 13.3 |
| 2018 | 1,791 | 10th lowest of 15 · 113% of median | — | 103 | 14.5 |
| 2019 | 2,404 | 14th lowest of 15 · 152% of median | — | 120 | 14.9 |
| 2020 | 1,582 | 8th lowest of 15 · 100% of median | — | 101 | 11.9 |
| 2021 | 2,027 | 11th lowest of 15 · 128% of median | — | 155 | 20.9 |
| 2022 | 2,385 | 13th lowest of 15 · 151% of median | — | 150 | 17.1 |
| 2023 | 1,771 | 9th lowest of 15 · 112% of median | — | 131 | 14.8 |
| 2024 | 1,488 | 6th lowest of 15 · 94% of median | — | 137 | 6.4 |
| 2025 | 2,220 | 12th lowest of 15 · 140% of median | — | 156 | 14.9 |
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.