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PIONEER DITCH

Structure dossier · WDID 3001019 · 1 · FLORIDA RIVER · DWR record

Where this page's figures come from

Generated 2026-08-27 22:30 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 1883-05-15316th most senior of the 2277 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: COVERT DITCH (1882-06-15). Immediately behind: PRESCOTT NORTH SIDE D (1883-06-15).

Decreed rights (4)

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
12188.01883-05-151923-11-08 0.00.0 CIRR F-15
15773.01893-03-081923-11-08 0.00.0 CIRR F-28
19814.01904-04-011923-11-08 3.3250.0 CIRRAUGOTH F-59
21648.01909-04-091923-11-08 11.58320.0 CIRR F-78

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 1,090 AF. Its most recent year on record, 2025, came in at 969 AF — 89% of that, and 5th 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 1,600 15th lowest of 15 · 147% of median 169 8.2
2012 974 6th lowest of 15 · 89% of median 128 11.0
2013 1,486 11th lowest of 15 · 136% of median 121 10.0
2014 968 4th lowest of 15 · 89% of median 123 10.0
2015 1,090 8th lowest of 15 · 100% of median 156 8.2
2016 985 7th lowest of 15 · 90% of median 127 8.5
2017 1,308 10th lowest of 15 · 120% of median 149 14.3
2018 425 1st lowest of 15 · 39% of median 84 9.4
2019 1,504 12th lowest of 15 · 138% of median 147 11.6
2020 1,296 9th lowest of 15 · 119% of median 214 10.0
2021 853 3rd lowest of 15 · 78% of median 365 13.3
2022 692 2nd lowest of 15 · 64% of median 365 11.0
2023 1,530 13th lowest of 15 · 140% of median 365 14.3
2024 1,551 14th lowest of 15 · 142% of median 366 10.0
2025 969 5th lowest of 15 · 89% of median 304 8.3

How good is our record of it?

Grade A (9/10 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 4 right(s), seniority decoded
diversion record present 18561 measured days; currency unknown (no data-coverage date to compare against)
record continuity continuous 89% of the irrigation seasons in 1928-2025 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.