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KOENIG DITCH

Structure dossier · WDID 7100559 · 1 · WEST DOLORES RIVER · DWR record

Where this page's figures come from

Generated 2026-08-28 00:37 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (f6d7fdc) — 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 1883-06-0132nd most senior of the 279 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: QUARRY NO 1 DITCH (1882-03-21). Immediately behind: ROGERS DITCH (1884-06-01).

Decreed rights (1)

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
15372.122051883-06-011937-03-08 4.00.0 CIRR 37-2

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 318 AF. Its most recent year on record, 2025, came in at 344 AF — 108% of that, and 9th lowest of the 15 years with a recorded volume.

This structure records both diversions and reservoir releases — they are separate water movements and are accounted separately below.

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 recordReleased (AF)Days recordedPeak (cfs)
2011 37 1st lowest of 15 · 12% of median 93 0.2
2012 656 14th lowest of 15 · 206% of median 161 2.7
2013 548 13th lowest of 15 · 172% of median 127 122 3.6
2014 518 12th lowest of 15 · 163% of median 44 106 3.6
2015 88 2nd lowest of 15 · 28% of median 51 68 1.2
2016 465 11th lowest of 15 · 146% of median 105 82 3.8
2017 318 8th lowest of 15 · 100% of median 32 85 3.0
2018 250 6th lowest of 15 · 79% of median 23 125 1.9
2019 391 10th lowest of 15 · 123% of median 12 100 3.4
2020 665 15th lowest of 15 · 209% of median 106 148 3.6
2021 246 5th lowest of 15 · 77% of median 31 132 3.5
2022 200 3rd lowest of 15 · 63% of median 68 82 2.8
2023 216 4th lowest of 15 · 68% of median 33 90 2.0
2024 309 7th lowest of 15 · 97% of median 53 120 3.8
2025 344 9th lowest of 15 · 108% of median 8 140 2.4

How good is our record of it?

Grade B (7/10 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 1 right(s), seniority decoded
diversion record present 5059 measured days; currency unknown (no data-coverage date to compare against)
record continuity sparse 31% 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.