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HYZER DITCH

Structure dossier · WDID 5900594 · 1 · OHIO CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 23:56 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 1876-06-015th most senior of the 2360 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: HYZER VIDAL MILLER D (1876-05-31). Immediately behind: TINGLEY DITCH (1876-06-01).

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
9649.01876-06-011906-09-14 0.40.0 CIRR 5
11246.01880-10-151906-09-14 3.8710.0 CIRRAUG 24
30667.096491876-06-011941-04-29 0.90.0 CIRR 277
30667.112461880-10-151941-04-29 8.9950.0 CIRR 294

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 2,010 AF. Its most recent year on record, 2025, came in at 2,010 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)
2011 2,559 12th lowest of 15 · 127% of median 155 15.4
2012 3,738 15th lowest of 15 · 186% of median 188 20.8
2013 3,590 14th lowest of 15 · 179% of median 190 13.8
2014 1,868 6th lowest of 15 · 93% of median 166 8.5
2015 2,491 11th lowest of 15 · 124% of median 154 10.8
2016 2,354 10th lowest of 15 · 117% of median 171 11.9
2017 1,685 5th lowest of 15 · 84% of median 115 10.5
2018 689 1st lowest of 15 · 34% of median 151 8.0
2019 3,567 13th lowest of 15 · 178% of median 189 23.0
2020 1,088 2nd lowest of 15 · 54% of median 167 8.2
2021 1,366 3rd lowest of 15 · 68% of median 178 10.8
2022 2,048 9th lowest of 15 · 102% of median 155 13.3
2023 1,988 7th lowest of 15 · 99% of median 123 10.4
2024 1,481 4th lowest of 15 · 74% of median 114 11.0
2025 2,010 8th lowest of 15 · 100% of median 92 16.9

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 4 right(s), seniority decoded
diversion record present 6567 measured days; currency unknown (no data-coverage date to compare against)
record continuity patchy 61% of the irrigation seasons in 1975-2025 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.