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WOODCHUCK D GUNN CK HG

Structure dossier · WDID 5801091 · 1 · GUNN CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 23:55 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (a1c9146) — 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 1909-08-04548th most senior of the 3097 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: YAMPA WATER WORKS SYSTEM AND PIPELINE (1909-11-10). Immediately behind: GUTHRIE DITCH (1912-09-04).

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
24481.217651909-08-041917-01-22 7.240.0 CIRR 188AAA

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 327 AF. Its most recent year on record, 2025, came in at 73 AF — 22% of that, and 1st 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)
2008 327 8th lowest of 15 · 100% of median 121 5.4
2009 249 4th lowest of 15 · 76% of median 124 3.0
2010 328 9th lowest of 15 · 100% of median 114 6.9
2012 276 6th lowest of 15 · 84% of median 56 4.0
2013 576 13th lowest of 15 · 176% of median 119 5.7
2014 1,068 15th lowest of 15 · 327% of median 134 8.6
2017 149 2nd lowest of 15 · 46% of median 138 1.5
2018 399 11th lowest of 15 · 122% of median 112 4.2
2019 830 14th lowest of 15 · 254% of median 140 5.8
2020 386 10th lowest of 15 · 118% of median 143 3.6
2021 507 12th lowest of 15 · 155% of median 150 3.1
2022 255 5th lowest of 15 · 78% of median 87 4.1
2023 169 3rd lowest of 15 · 52% of median 106 2.9
2024 320 7th lowest of 15 · 98% of median 75 4.7
2025 73 1st lowest of 15 · 22% of median 25 1.5

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 5194 measured days; currency unknown (no data-coverage date to compare against)
record continuity sparse 26% of the irrigation seasons in 1933-2025 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.