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CHENEY CREEK DITCH AP

Structure dossier · WDID 7201446 · 1 · CHENEY CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 22:48 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (a1c9146) — 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 1900-05-31214th most senior of the 2166 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: CHENEY CREEK DITCH (1900-05-31). Immediately behind: LEON TUNNEL CANAL (1900-06-12).

Decreed rights (2)

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
22995.184131900-05-311916-06-01 0.00.0 CIRR
32811.01939-11-011941-07-25 0.00.0 CIRR

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 240 AF. Its most recent year on record, 2024, came in at 240 AF — 100% of that, and 8th 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)
2009 293 9th lowest of 15 · 122% of median 54 3.5
2010 122 3rd lowest of 15 · 51% of median 59 2.0
2011 420 11th lowest of 15 · 175% of median 69 3.8
2012 37 1st lowest of 15 · 15% of median 32 1.0
2013 141 5th lowest of 15 · 59% of median 46 2.5
2014 211 6th lowest of 15 · 88% of median 36 3.8
2015 492 14th lowest of 15 · 205% of median 74 4.0
2016 213 7th lowest of 15 · 89% of median 40 4.0
2017 440 13th lowest of 15 · 183% of median 73 4.0
2018 133 4th lowest of 15 · 55% of median 21 4.0
2019 495 15th lowest of 15 · 206% of median 78 4.0
2020 366 10th lowest of 15 · 152% of median 63 3.8
2021 63 2nd lowest of 15 · 26% of median 9 4.0
2023 421 12th lowest of 15 · 175% of median 60 4.0
2024 240 8th lowest of 15 · 100% of median 37 4.0

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 2 right(s), seniority decoded
diversion record present 2156 measured days; currency unknown (no data-coverage date to compare against)
record continuity sparse 33% of the irrigation seasons in 1993-2024 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.