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DIXON CANON RES

Structure dossier · WDID 0303731 · 3 · DIXON CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 22:09 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 1885-10-08191st most senior of the 2961 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: WOODS DITCH NO 3 (1885-04-03). Immediately behind: PURCELL DITCH ALT PT 2 (1885-10-11).

Decreed rights (2)

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
13065.01885-10-081904-12-09 448.00.0 AIRR
20695.01906-08-301922-04-22 21.00.0 AIRR

Recorded use (last 14 years on record)

In a median year this structure has a recorded diversion of 290 AF. Its most recent year on record, 2010, came in at 300 AF — 104% of that, and 8th lowest of the 14 years with a recorded volume.

This structure records both diversions and reservoir releases — they are separate water movements and are accounted separately below.

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 recordReleased (AF)Days recordedPeak (cfs)
1997 146 2nd lowest of 14 · 50% of median 18 8.2
1998 279 7th lowest of 14 · 96% of median 503 53 8.6
1999 95 1st lowest of 14 · 33% of median 16 8 8.2
2000 315 9th lowest of 14 · 109% of median 310 95 2.8
2001 240 3rd lowest of 14 · 83% of median 357 63 3.2
2002 504 14th lowest of 14 · 174% of median 345 124 4.0
2003 498 13th lowest of 14 · 172% of median 407 135 2.4
2004 275 6th lowest of 14 · 95% of median 263 62 2.7
2005 267 5th lowest of 14 · 92% of median 239 93 2.2
2006 416 12th lowest of 14 · 144% of median 467 126 2.3
2007 366 10th lowest of 14 · 126% of median 336 154 2.6
2008 406 11th lowest of 14 · 140% of median 375 155 2.2
2009 263 4th lowest of 14 · 91% of median 255 124 2.1
2010 300 8th lowest of 14 · 104% of median 335 185 1.8

How good is our record of it?

Grade B (8/10 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 2 right(s), seniority decoded
diversion record present 1395 measured days; currency unknown (no data-coverage date to compare against)
record continuity patchy 48% of the irrigation seasons in 1997-2010 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.