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HANNENKRATT DITCH

Structure dossier · WDID 1200630 · 1 · ARKANSAS RIVER · DWR record

Where this page's figures come from

Generated 2026-08-27 22:32 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 1863-08-3129th most senior of the 1967 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: TENAZZI DITCH (1863-03-01). Immediately behind: CANON CITY WATER WORKS (1863-12-30).

Decreed rights (5)

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
4991.01863-08-311894-02-03 1.60.0 CIRR 16
11353.01881-01-301894-02-03 1.00.0 CIRR 243
11382.01881-02-281894-02-03 0.560.0 CIRR 244
12875.01885-04-011894-02-03 1.00.0 CIRR 318
13228.01886-03-201894-02-03 1.00.0 CIRR 334

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 787 AF. Its most recent year on record, 2025, came in at 1,296 AF — 165% of that, and 14th 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 592 5th lowest of 15 · 75% of median 167 5.1
2012 237 3rd lowest of 15 · 30% of median 62 4.4
2013 1,115 12th lowest of 15 · 142% of median 158 5.7
2014 956 10th lowest of 15 · 122% of median 157 13.2
2015 149 2nd lowest of 15 · 19% of median 193 5.9
2016 525 4th lowest of 15 · 67% of median 77 5.6
2017 5 1st lowest of 15 · 1% of median 3 2.6
2018 749 7th lowest of 15 · 95% of median 131 6.6
2019 936 9th lowest of 15 · 119% of median 132 12.0
2020 994 11th lowest of 15 · 126% of median 140 5.4
2021 670 6th lowest of 15 · 85% of median 167 84.0
2022 1,557 15th lowest of 15 · 198% of median 194 5.2
2023 787 8th lowest of 15 · 100% of median 93 5.3
2024 1,260 13th lowest of 15 · 160% of median 179 6.0
2025 1,296 14th lowest of 15 · 165% of median 165 5.2

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 5 right(s), seniority decoded
diversion record present 17057 measured days; currency unknown (no data-coverage date to compare against)
record continuity patchy 70% of the irrigation seasons in 1911-2025 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.