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MITCHELL DITCH

Structure dossier · WDID 2800653 · 1 · COCHETOPA CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 20:36 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 1891-06-10657th 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 WELL (1891-05-10). Immediately behind: RAUSIS NO 2 DITCH (1898-04-18).

Decreed rights (3)

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. UnitsUsesWhat the court said this water may be used for -- irrigation, municipal supply, augmentation and so on.Case
28311.151361891-06-101943-04-19 0.50.0 CIRR 263
35168.151361891-06-101956-04-16 0.50.0 CIRR 333
35168.341191943-06-011956-04-16 2.00.0 CIRR 353

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 212 AF. Its most recent year on record, 2025, came in at 103 AF — 49% of that, and 3rd lowest of the 15 years with a recorded volume.

YearDiverted (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 recordDays recordedPeak (cfs)
2011 278 10th lowest of 15 · 131% of median 53 5.1
2012 86 2nd lowest of 15 · 41% of median 65 1.2
2013 67 1st lowest of 15 · 32% of median 70 0.7
2014 175 4th lowest of 15 · 82% of median 54 2.2
2015 375 14th lowest of 15 · 177% of median 43 5.0
2016 217 9th lowest of 15 · 102% of median 47 3.9
2017 366 13th lowest of 15 · 173% of median 63 4.6
2018 300 11th lowest of 15 · 142% of median 69 3.5
2019 212 8th lowest of 15 · 100% of median 46 2.7
2020 521 15th lowest of 15 · 246% of median 101 4.9
2021 318 12th lowest of 15 · 150% of median 73 5.5
2022 191 5th lowest of 15 · 90% of median 82 2.3
2023 203 7th lowest of 15 · 96% of median 28 4.3
2024 199 6th lowest of 15 · 94% of median 128 1.0
2025 103 3rd lowest of 15 · 49% of median 34 2.1

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.