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SETTLERS DITCH
Structure dossier · WDID 6400508 · 1 · SOUTH PLATTE RIVER · DWR record
Where this page's figures come from
Generated 2026-08-27 21:22 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 1897-12-13 — 126th most senior of the 2052 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: RED LION SUPPLY DITCH (1895-10-31). Immediately behind: SPARKS WELL 2-3834F (1897-12-13).
Decreed rights (4)
| 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 |
|---|---|---|---|---|---|---|---|
| 17846.17514 | 1897-12-13 | 1907-10-26 | 51.87 | 0.0 | C | IRR | |
| 17846.17846 | 1898-11-10 | 1911-01-05 | 51.87 | 0.0 | C | IRR | |
| 56002.0 | 2003-04-30 | 2003-12-31 | 4.7 | 35.3 | C | RCH | |
| 56247.0 | 2003-12-31 | 2003-12-31 | 31.2 | 57.8 | C | RCH |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 12,455 AF. Its most recent year on record, 2024, came in at 14,314 AF — 115% of that, and 11th 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) |
|---|---|---|---|---|---|
| 2010 | 14,324 | 12th lowest of 15 · 115% of median | — | 257 | 69.7 |
| 2011 | 12,565 | 9th lowest of 15 · 101% of median | — | 222 | 80.4 |
| 2012 | 9,905 | 1st lowest of 15 · 80% of median | — | 292 | 65.2 |
| 2013 | 12,455 | 8th lowest of 15 · 100% of median | — | 352 | 59.7 |
| 2014 | 14,736 | 14th lowest of 15 · 118% of median | — | 328 | 76.1 |
| 2015 | 11,556 | 5th lowest of 15 · 93% of median | — | 286 | 75.4 |
| 2016 | 14,634 | 13th lowest of 15 · 118% of median | — | 307 | 62.7 |
| 2017 | 25,671 | 15th lowest of 15 · 206% of median | — | 276 | 114.8 |
| 2018 | 10,318 | 2nd lowest of 15 · 83% of median | — | 190 | 73.4 |
| 2019 | 10,531 | 3rd lowest of 15 · 85% of median | — | 191 | 59.3 |
| 2020 | 11,785 | 6th lowest of 15 · 95% of median | — | 259 | 46.9 |
| 2021 | 13,048 | 10th lowest of 15 · 105% of median | — | 277 | 56.4 |
| 2022 | 11,786 | 7th lowest of 15 · 95% of median | — | 274 | 55.5 |
| 2023 | 10,958 | 4th lowest of 15 · 88% of median | — | 267 | 61.3 |
| 2024 | 14,314 | 11th lowest of 15 · 115% of median | — | 253 | 52.5 |
Call-derived yield: senior right divertible 17.8% of a median season / 0.0% dry-year.
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.