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THOMPKINS DITCH
Structure dossier · WDID 3900672 · 1 · MAIN ELK CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:14 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 1883-03-10 — 7th most senior of the 1758 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: THE PUMPING PIPELINE OF THE UNION OIL CO (1883-02-15). Immediately behind: WEST LAT RIFLE CR CANON (1883-03-10).
Decreed rights (5)
| 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 |
|---|---|---|---|---|---|---|---|
| 12122.0 | 1883-03-10 | 1889-05-11 | 0.8 | 0.0 | C | IRR | 4 |
| 22621.18576 | 1900-11-10 | 1912-02-01 | 2.76 | 0.0 | C | IRR | 158AAB |
| 22974.21982 | 1910-03-09 | 1913-02-10 | 1.4 | 0.0 | C | IRR | 177A |
| 23051.21982 | 1910-03-09 | 1913-06-28 | 4.16 | 0.0 | C | IRR | 177A |
| 32959.25995 | 1921-03-04 | 1943-01-11 | 11.88 | 0.0 | C | IRR | 220I |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 4,139 AF. Its most recent year on record, 2024, came in at 4,528 AF — 109% of that, and 11th 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 | 4,139 | 8th lowest of 15 · 100% of median | 164 | 19.7 |
| 2011 | 5,168 | 13th lowest of 15 · 125% of median | 181 | 18.0 |
| 2012 | 4,153 | 9th lowest of 15 · 100% of median | 154 | 21.9 |
| 2013 | 4,223 | 10th lowest of 15 · 102% of median | 168 | 24.5 |
| 2014 | 5,839 | 14th lowest of 15 · 141% of median | 190 | 23.0 |
| 2015 | 3,726 | 5th lowest of 15 · 90% of median | 177 | 18.9 |
| 2016 | 4,727 | 12th lowest of 15 · 114% of median | 166 | 20.2 |
| 2017 | 4,022 | 6th lowest of 15 · 97% of median | 147 | 22.3 |
| 2018 | 1,312 | 1st lowest of 15 · 32% of median | 109 | 16.0 |
| 2019 | 4,063 | 7th lowest of 15 · 98% of median | 171 | 18.4 |
| 2020 | 3,544 | 4th lowest of 15 · 86% of median | 118 | 22.6 |
| 2021 | 3,000 | 2nd lowest of 15 · 72% of median | 111 | 20.0 |
| 2022 | 3,331 | 3rd lowest of 15 · 80% of median | 137 | 21.0 |
| 2023 | 6,854 | 15th lowest of 15 · 166% of median | 183 | 21.4 |
| 2024 | 4,528 | 11th lowest of 15 · 109% of median | 137 | 23.2 |
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.