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RUSH CREEK RES 1

Structure dossier · WDID 6504483 · 3 · RUSH CREEK · DWR record

Where this page's figures come from

Generated 2026-08-28 01:50 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 1912-07-0442nd most senior of the 112 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: RUSH CREEK DITCH 2 (1912-07-04). Immediately behind: RUSH CREEK RES 2 (1912-07-04).

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
31242.22831912-07-041952-11-05 57.3920.0 AIRR

Recorded use (last 9 years on record)

In a median year this structure has a recorded diversion of 376 AF. Its most recent year on record, 1998, came in at 107 AF — 28% of that, and 2nd lowest of the 9 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)
1990 527 6th lowest of 9 · 140% of median 134 2.5
1991 647 7th lowest of 9 · 172% of median 184 3.3
1992 780 8th lowest of 9 · 207% of median 138 4.6
1993 1,242 9th lowest of 9 · 330% of median 150 5.7
1994 315 4th lowest of 9 · 84% of median 170 1.4
1995 376 5th lowest of 9 · 100% of median 162 1.9
1996 87 1st lowest of 9 · 23% of median 37 2.0
1997 169 3rd lowest of 9 · 45% of median 55 2.0
1998 107 2nd lowest of 9 · 28% of median 39 2.0

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 1 right(s), seniority decoded
diversion record present 1069 measured days; currency unknown (no data-coverage date to compare against)
record continuity patchy 60% of the irrigation seasons in 1990-1998 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.