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BRADSHAW DITCH

Structure dossier · WDID 3800550 · 8 · ROARING FORK RIVER · DWR record

Where this page's figures come from

Generated 2026-08-27 22:05 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 1903-06-01495th most senior of the 4788 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: MAROLT DITCH (1902-03-01). Immediately behind: BRADSHAW DITCH NEW PT (1903-06-01).

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
30886.195091903-06-011934-08-27 0.60.0 CIRR 278

Recorded use (last 9 years on record)

In a median year this structure has a recorded diversion of 135 AF. Its most recent year on record, 1989, came in at 0 AF — 0% of that, and 1st 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)
1969 405 9th lowest of 9 · 300% of median 103 2.0
1975 135 5th lowest of 9 · 100% of median 137 0.5
1976 151 7th lowest of 9 · 112% of median 153 0.5
1980 138 6th lowest of 9 · 102% of median 139 0.5
1981 120 3rd lowest of 9 · 89% of median 122 0.5
1982 120 3rd lowest of 9 · 89% of median 122 0.5
1983 60 2nd lowest of 9 · 44% of median 62 0.5
1984 169 8th lowest of 9 · 125% of median 170 0.5
1989 0 1st lowest of 9 · 0% of median 1 0.0

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 1009 measured days; currency unknown (no data-coverage date to compare against)
record continuity sparse 23% of the irrigation seasons in 1969-1989 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.