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AUSTIN DITCH

Structure dossier · WDID 6200510 · 1 · WILLOW CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 22:57 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 1908-07-01206th most senior of the 1980 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: CREEDE TRAIL IRR DITCH (1906-06-15). Immediately behind: CAMPBELL GULCH DITCH (1910-05-15).

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
23138.213661908-07-011925-07-11 2.80.0 CIRR 154
23906.01915-06-151925-07-11 5.210.0 CIRR 161
27484.01925-04-011925-07-11 0.890.0 CIRR 154
40266.351841946-05-011969-12-02 1.810.0 CIRR 472
41393.01963-05-011969-12-02 1.00.0 CIRRCOMFISDOM 485

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 1,240 AF. Its most recent year on record, 2025, came in at 1,240 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)
2007 1,050 6th lowest of 15 · 85% of median 183 4.8
2008 1,709 13th lowest of 15 · 138% of median 100 23.2
2009 2,307 14th lowest of 15 · 186% of median 157 19.7
2010 905 4th lowest of 15 · 73% of median 146 4.0
2011 1,470 11th lowest of 15 · 118% of median 158 8.0
2012 565 2nd lowest of 15 · 46% of median 132 2.3
2013 914 5th lowest of 15 · 74% of median 185 3.8
2014 1,470 11th lowest of 15 · 118% of median 193 3.8
2017 0 1st lowest of 15 · 0% of median 1 0.0
2018 696 3rd lowest of 15 · 56% of median 135 2.7
2019 4,163 15th lowest of 15 · 336% of median 181 11.7
2020 1,271 9th lowest of 15 · 102% of median 100 11.3
2023 1,275 10th lowest of 15 · 103% of median 184 3.5
2024 1,137 7th lowest of 15 · 92% of median 184 3.5
2025 1,240 8th lowest of 15 · 100% of median 184 3.8

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 5 right(s), seniority decoded
diversion record present 3986 measured days; currency unknown (no data-coverage date to compare against)
record continuity sparse 36% of the irrigation seasons in 1974-2025 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.