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CAIN BORSUM DITCH
Structure dossier · WDID 2800520 · 1 · TOMICHI 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 1880-06-01 — 60th most senior of the 1505 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: SMITH FORD NO 2 DITCH (1880-05-31). Immediately behind: MILLER DITCH (1881-04-12).
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 |
|---|---|---|---|---|---|---|---|
| 16192.1111 | 1880-06-01 | 1904-04-29 | 2.44 | 0.0 | C | IRR | 49 |
| 16192.13666 | 1887-06-01 | 1904-04-29 | 1.2 | 0.0 | C | IRR | 94 |
| 28311.1111 | 1880-06-01 | 1943-04-19 | 9.76 | 0.0 | C | IRR | 217 |
| 28311.13666 | 1887-06-01 | 1943-04-19 | 8.6 | 0.0 | C | IRR | 252 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 1,585 AF. Its most recent year on record, 2025, came in at 2,820 AF — 178% of that, and 15th 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 | 1,166 | 2nd lowest of 15 · 74% of median | 101 | 13.9 |
| 2012 | 1,106 | 1st lowest of 15 · 70% of median | 167 | 7.0 |
| 2013 | 1,711 | 10th lowest of 15 · 108% of median | 118 | 13.9 |
| 2014 | 2,291 | 13th lowest of 15 · 144% of median | 163 | 16.2 |
| 2015 | 1,619 | 9th lowest of 15 · 102% of median | 101 | 22.4 |
| 2016 | 1,402 | 6th lowest of 15 · 88% of median | 98 | 12.8 |
| 2017 | 1,974 | 12th lowest of 15 · 124% of median | 109 | 17.5 |
| 2018 | 1,171 | 3rd lowest of 15 · 74% of median | 173 | 7.2 |
| 2019 | 1,585 | 8th lowest of 15 · 100% of median | 81 | 18.8 |
| 2020 | 1,748 | 11th lowest of 15 · 110% of median | 111 | 13.0 |
| 2021 | 1,243 | 4th lowest of 15 · 78% of median | 122 | 11.0 |
| 2022 | 1,536 | 7th lowest of 15 · 97% of median | 125 | 11.3 |
| 2023 | 2,521 | 14th lowest of 15 · 159% of median | 120 | 18.1 |
| 2024 | 1,313 | 5th lowest of 15 · 83% of median | 86 | 19.9 |
| 2025 | 2,820 | 15th lowest of 15 · 178% of median | 140 | 19.4 |
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.