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KING D 1 AND 2 HG ALT 1

Structure dossier · WDID 4300689 · 1 · PICEANCE CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 22:22 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 1896-05-01986th most senior of the 3293 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: GARDENHEIR DITCH (1895-03-05). Immediately behind: KING DITCH 1 (1896-05-01).

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
32172.169231896-05-011942-05-26 0.00.0 CIRR 371
32172.23471914-04-051942-05-26 0.00.0 CIRR 451R
32172.245921917-05-011942-05-26 0.00.0 CIRR 467-Q, 467

Recorded use (last 13 years on record)

In a median year this structure has a recorded diversion of 120 AF. Its most recent year on record, 2018, came in at 3 AF — 2% of that, and 3rd lowest of the 13 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 306 12th lowest of 13 · 255% of median 176 2.0
2006 14 4th lowest of 13 · 12% of median 16 0.5
2007 209 11th lowest of 13 · 174% of median 212 0.5
2008 57 5th lowest of 13 · 48% of median 131 0.2
2009 124 8th lowest of 13 · 103% of median 82 1.5
2010 120 7th lowest of 13 · 100% of median 136 1.5
2011 156 9th lowest of 13 · 130% of median 54 1.8
2012 101 6th lowest of 13 · 84% of median 36 1.5
2013 0 1st lowest of 13 · 0% of median 4 0.0
2014 2 2nd lowest of 13 · 2% of median 6 0.2
2015 1,806 13th lowest of 13 · 1505% of median 179 5.5
2016 156 9th lowest of 13 · 130% of median 33 4.2
2018 3 3rd lowest of 13 · 2% of median 2 1.4

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 3 right(s), seniority decoded
diversion record present 1067 measured days; currency unknown (no data-coverage date to compare against)
record continuity sparse 38% of the irrigation seasons in 2005-2018 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.