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CHEENEY NO 1 DITCH

Structure dossier · WDID 2800524 · 1 · TOMICHI CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 22:46 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 1876-05-1532nd 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: POLE ROAD DITCH (1874-12-22). Immediately behind: HEAD AND CORTAY NO 4 D (1876-05-15).

Decreed rights (6)

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
16192.096321876-05-151904-04-29 0.60.0 CIRR 26
16192.114751881-06-011904-04-29 0.40.0 CIRR
16192.128581885-03-151904-04-29 0.50.0 CIRR 77
28311.096321876-05-151943-04-19 2.40.0 CIRR 196
28311.114751881-06-011943-04-19 1.60.0 CIRR
28311.128581885-03-151943-04-19 2.00.0 CIRR 241

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 166 AF. Its most recent year on record, 2025, came in at 157 AF — 95% of that, and 7th 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 0 1st lowest of 15 · 0% of median 2 0.0
2012 0 1st lowest of 15 · 0% of median 10 0.0
2013 25 3rd lowest of 15 · 15% of median 30 0.5
2014 51 4th lowest of 15 · 31% of median 74 0.3
2015 398 12th lowest of 15 · 240% of median 40 5.3
2016 542 14th lowest of 15 · 326% of median 68 4.6
2017 125 5th lowest of 15 · 75% of median 113 1.0
2018 539 13th lowest of 15 · 325% of median 104 6.7
2019 584 15th lowest of 15 · 352% of median 136 6.0
2020 385 11th lowest of 15 · 232% of median 80 3.4
2021 287 9th lowest of 15 · 173% of median 149 1.0
2022 166 8th lowest of 15 · 100% of median 93 1.0
2023 334 10th lowest of 15 · 201% of median 66 2.8
2024 131 6th lowest of 15 · 79% of median 72 1.0
2025 157 7th lowest of 15 · 95% of median 67 2.3

How good is our record of it?

Grade B (7/10 points) — the components below are the finding; the letter alone is not.

The rubric, component by component
CheckStateDetail
identity complete name, type, and water source all on file
decreed rights on file 6 right(s), seniority decoded
diversion record present 4212 measured days; currency unknown (no data-coverage date to compare against)
record continuity sparse 36% of the irrigation seasons in 1970-2025 carry measured days
published-record stability stable no upstream revisions recorded against this structure

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.