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MCKENNA DITCH
Structure dossier · WDID 1100675 · 1 · NORTH COTTONWOOD CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 20:32 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.
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 1879-05-31 — 142nd most senior of the 1489 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: OTERO PUMP STATION (1879-05-15). Immediately behind: HUTCHINSON DITCH NO 2 (1879-05-31).
Decreed rights (1)
| 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 |
|---|---|---|---|---|---|---|---|
| 10743.0 | 1879-05-31 | 1890-06-19 | 6.4 | 0.0 | C | IRR | 71 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 1,179 AF. Its most recent year on record, 2023, came in at 315 AF — 27% of that, and 2nd 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) |
|---|---|---|---|---|
| 2008 | 1,555 | 12th lowest of 15 · 132% of median | 366 | 6.4 |
| 2009 | 1,179 | 8th lowest of 15 · 100% of median | 306 | 6.4 |
| 2010 | 1,071 | 6th lowest of 15 · 91% of median | 113 | 6.4 |
| 2011 | 1,227 | 9th lowest of 15 · 104% of median | 114 | 6.4 |
| 2012 | 381 | 3rd lowest of 15 · 32% of median | 45 | 6.4 |
| 2013 | 811 | 5th lowest of 15 · 69% of median | 81 | 6.4 |
| 2014 | 1,740 | 14th lowest of 15 · 148% of median | 177 | 6.4 |
| 2015 | 1,700 | 13th lowest of 15 · 144% of median | 172 | 6.4 |
| 2016 | 795 | 4th lowest of 15 · 67% of median | 124 | 10.4 |
| 2017 | 1,743 | 15th lowest of 15 · 148% of median | 164 | 6.4 |
| 2018 | 178 | 1st lowest of 15 · 15% of median | 25 | 6.4 |
| 2019 | 1,519 | 11th lowest of 15 · 129% of median | 160 | 6.4 |
| 2020 | 1,412 | 10th lowest of 15 · 120% of median | 128 | 6.4 |
| 2021 | 1,081 | 7th lowest of 15 · 92% of median | 119 | 7.0 |
| 2023 | 315 | 2nd lowest of 15 · 27% of median | 28 | 6.9 |
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.