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COX AND MCCONNELL DITCH
Structure dossier · WDID 2800536 · 1 · TOMICHI CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:10 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 1881-05-31 — 21st 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: COATS BROS DITCH (1881-05-31). Immediately behind: GOODRICH DITCH (1881-05-31).
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 |
|---|---|---|---|---|---|---|---|
| 11474.0 | 1881-05-31 | 1894-05-01 | 0.97 | 0.0 | C | IRR | 16 |
| 16192.11474 | 1881-05-31 | 1904-04-29 | 1.4 | 0.0 | C | IRR | 53 |
| 28311.11474 | 1881-05-31 | 1943-04-19 | 5.315 | 0.0 | C | IRR | 221 |
| 34076.11474 | 1881-05-31 | 1946-04-15 | 3.2 | 0.0 | C | IRR | 323 |
| 35533.0 | 1947-04-15 | 1956-04-16 | 5.0 | 0.0 | C | IRR | 355 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 1,602 AF. Its most recent year on record, 2025, came in at 2,086 AF — 130% of that, and 10th 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 | 773 | 4th lowest of 15 · 48% of median | 76 | 8.9 |
| 2012 | 690 | 3rd lowest of 15 · 43% of median | 187 | 2.4 |
| 2013 | 544 | 1st lowest of 15 · 34% of median | 103 | 4.9 |
| 2014 | 1,450 | 7th lowest of 15 · 90% of median | 121 | 15.4 |
| 2015 | 2,357 | 12th lowest of 15 · 147% of median | 119 | 26.5 |
| 2016 | 632 | 2nd lowest of 15 · 40% of median | 82 | 11.0 |
| 2017 | 1,371 | 6th lowest of 15 · 86% of median | 119 | 11.6 |
| 2018 | 2,208 | 11th lowest of 15 · 138% of median | 149 | 11.6 |
| 2019 | 1,886 | 9th lowest of 15 · 118% of median | 115 | 16.2 |
| 2020 | 2,721 | 15th lowest of 15 · 170% of median | 103 | 19.7 |
| 2021 | 2,524 | 13th lowest of 15 · 158% of median | 107 | 14.0 |
| 2022 | 1,602 | 8th lowest of 15 · 100% of median | 89 | 13.0 |
| 2023 | 996 | 5th lowest of 15 · 62% of median | 75 | 10.0 |
| 2024 | 2,553 | 14th lowest of 15 · 159% of median | 95 | 16.9 |
| 2025 | 2,086 | 10th lowest of 15 · 130% of median | 113 | 13.3 |
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.