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STARK VOLKMAN DITCH

Structure dossier · WDID 4100566 · 1 · UNCOMPAHGRE RIVER · DWR record

Where this page's figures come from

Generated 2026-08-27 23:21 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 1882-10-1233rd 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: S E DILLON DITCH (1882-10-01). Immediately behind: WOODGATE CALLAWAY DITCH (1882-10-12).

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
11973.01882-10-121890-06-30 12.240.0 CIRRAUG 18, 22
12686.01884-09-241890-06-30 0.00.0 CIRR 38, 55
14198.01888-11-141890-06-30 7.830.0 CIRR 67, 84, 97

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 5,277 AF. Its most recent year on record, 2025, came in at 8,255 AF — 156% 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 5,088 7th lowest of 15 · 96% of median 195 18.8
2012 4,946 5th lowest of 15 · 94% of median 210 17.7
2013 5,277 8th lowest of 15 · 100% of median 189 18.8
2014 5,086 6th lowest of 15 · 96% of median 177 18.1
2015 4,688 3rd lowest of 15 · 89% of median 206 21.5
2016 4,710 4th lowest of 15 · 89% of median 187 19.0
2017 4,190 1st lowest of 15 · 79% of median 193 19.0
2018 4,199 2nd lowest of 15 · 80% of median 198 19.9
2019 5,490 9th lowest of 15 · 104% of median 193 19.9
2020 7,925 12th lowest of 15 · 150% of median 170 29.6
2021 7,131 11th lowest of 15 · 135% of median 188 25.6
2022 5,551 10th lowest of 15 · 105% of median 148 36.0
2023 8,254 13th lowest of 15 · 156% of median 145 55.3
2024 9,861 15th lowest of 15 · 187% of median 177 34.9
2025 8,255 14th lowest of 15 · 156% of median 183 35.3

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 3 right(s), seniority decoded
diversion record present 16168 measured days; currency unknown (no data-coverage date to compare against)
record continuity continuous 100% 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.