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CHIPETA BEAUDRY DITCH

Structure dossier · WDID 4100515 · 1 · UNCOMPAHGRE RIVER · DWR record

Where this page's figures come from

Generated 2026-08-28 01:18 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 1882-03-0115th most senior of the 1104 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: UNCOMPAHGRE (LOUTSENHIZE (1882-02-23). Immediately behind: PURDY AND VICKERS DITCH (1882-03-02).

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
11748.01882-03-011890-06-30 9.00.0 CIRR 10, 11
12851.01885-03-081890-06-30 6.00.0 CIRR 40, 60
14198.01888-11-141890-06-30 5.820.0 CIRR 116, 59, 8

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 4,655 AF. Its most recent year on record, 2025, came in at 4,301 AF — 92% 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 4,803 9th lowest of 15 · 103% of median 195 20.8
2012 6,947 15th lowest of 15 · 149% of median 206 23.6
2013 4,653 7th lowest of 15 · 100% of median 148 19.2
2014 4,835 10th lowest of 15 · 104% of median 188 19.2
2015 5,964 12th lowest of 15 · 128% of median 193 23.8
2016 6,366 14th lowest of 15 · 137% of median 179 25.0
2017 4,539 5th lowest of 15 · 98% of median 183 18.1
2018 4,623 6th lowest of 15 · 99% of median 211 16.4
2019 4,151 2nd lowest of 15 · 89% of median 182 20.3
2020 5,683 11th lowest of 15 · 122% of median 206 18.5
2021 4,350 4th lowest of 15 · 93% of median 209 15.1
2022 6,265 13th lowest of 15 · 135% of median 206 25.0
2023 3,525 1st lowest of 15 · 76% of median 163 17.7
2024 4,655 8th lowest of 15 · 100% of median 199 15.6
2025 4,301 3rd lowest of 15 · 92% of median 185 16.8

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 3 right(s), seniority decoded
diversion record present 14046 measured days; currency unknown (no data-coverage date to compare against)
record continuity continuous 87% of the irrigation seasons in 1950-2025 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.