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PICEANCE CREEK DITCH

Structure dossier · WDID 4300873 · 1 · PICEANCE CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 22:14 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 1886-07-1255th most senior of the 3293 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: PETERSON & COON DITCH (1886-06-20). Immediately behind: PICEANCE CREEK WELL AP T (1886-07-12).

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
13342.01886-07-121889-05-10 83.560.0 AIRRIND 45
13342.01886-07-121889-05-10 2.00.0 CIRRIND 45
32172.245921917-05-011942-05-26 1.60.0 CIRR 467-Z9

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 524 AF. Its most recent year on record, 2025, came in at 434 AF — 83% 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 1,235 14th lowest of 15 · 236% of median 143 6.0
2012 544 10th lowest of 15 · 104% of median 161 2.7
2013 540 9th lowest of 15 · 103% of median 139 3.6
2014 611 12th lowest of 15 · 117% of median 163 5.2
2015 524 8th lowest of 15 · 100% of median 156 1.8
2016 143 3rd lowest of 15 · 27% of median 31 2.5
2017 166 4th lowest of 15 · 32% of median 72 2.1
2018 75 1st lowest of 15 · 14% of median 24 2.0
2019 563 11th lowest of 15 · 107% of median 142 6.8
2020 128 2nd lowest of 15 · 24% of median 39 2.2
2021 307 6th lowest of 15 · 59% of median 90 4.0
2022 179 5th lowest of 15 · 34% of median 65 2.1
2023 2,239 15th lowest of 15 · 427% of median 169 8.2
2024 665 13th lowest of 15 · 127% of median 165 4.3
2025 434 7th lowest of 15 · 83% of median 115 2.1

How good is our record of it?

Grade B (8/10 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 3 right(s), seniority decoded
diversion record present 10167 measured days; currency unknown (no data-coverage date to compare against)
record continuity patchy 64% of the irrigation seasons in 1951-2025 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.