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YAMPA RIVER DIVERSION

Structure dossier · WDID 5801922 · 1 · YAMPA RIVER · DWR record

Where this page's figures come from

Generated 2026-08-27 22:13 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 1888-10-2984th 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: SUTTLE DITCH (1888-10-29). Immediately behind: JAMES WHEELER DITCH (1889-02-01).

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
14182.01888-10-291892-09-22 0.70.0 CIRR (61)65
33782.217011909-06-011946-09-14 0.70.0 CIRR 299
40718.01961-06-251964-03-30 0.870.0 CIRRDOM 50
54296.01998-08-281998-12-31 4.450.55 CIRRRECFIS
54939.02000-06-012000-12-31 1.00.0 CIRRRECFISFIREVPWLD

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 97 AF. Its most recent year on record, 2025, came in at 111 AF — 114% of that, and 10th 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)
2005 63 3rd lowest of 15 · 65% of median 20 1.9
2006 49 1st lowest of 15 · 50% of median 19 1.5
2007 252 13th lowest of 15 · 260% of median 60 2.3
2008 68 4th lowest of 15 · 70% of median 31 2.2
2009 100 9th lowest of 15 · 103% of median 50 2.3
2010 85 7th lowest of 15 · 88% of median 55 1.2
2011 80 6th lowest of 15 · 82% of median 34 2.8
2012 265 15th lowest of 15 · 273% of median 92 3.2
2013 217 12th lowest of 15 · 224% of median 77 2.9
2014 120 11th lowest of 15 · 124% of median 51 1.6
2015 97 8th lowest of 15 · 100% of median 48 3.7
2020 255 14th lowest of 15 · 263% of median 82 4.4
2022 52 2nd lowest of 15 · 54% of median 27 1.2
2024 76 5th lowest of 15 · 78% of median 37 3.2
2025 111 10th lowest of 15 · 114% of median 63 2.5

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 5 right(s), seniority decoded
diversion record present 932 measured days; currency unknown (no data-coverage date to compare against)
record continuity sparse 19% of the irrigation seasons in 2002-2025 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.