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GENERATION 3 DITCH ALT 3

Structure dossier · WDID 7201578 · 1 · TATE CREEK · DWR record

Where this page's figures come from

Generated 2026-08-28 05:23 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 1949-05-011463rd most senior of the 2166 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: GENERATION 3 DITCH ALT 2 (1949-05-01). Immediately behind: CAMEO PIPELINE (1957-11-30).

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
50403.36281949-05-011988-12-31 0.00.0 CIRRSTKOTH

Recorded use (last 8 years on record)

In a median year this structure has a recorded diversion of 398 AF. Its most recent year on record, 2014, came in at 187 AF — 47% of that, and 1st lowest of the 8 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)
1995 234 2nd lowest of 8 · 59% of median 134 2.3
1997 544 7th lowest of 8 · 136% of median 139 3.5
2000 387 4th lowest of 8 · 97% of median 155 3.1
2001 344 3rd lowest of 8 · 86% of median 87 2.2
2004 725 8th lowest of 8 · 182% of median 177 3.2
2010 483 6th lowest of 8 · 121% of median 134 2.7
2011 410 5th lowest of 8 · 103% of median 55 4.2
2014 187 1st lowest of 8 · 47% of median 166 1.7

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 1047 measured days; currency unknown (no data-coverage date to compare against)
record continuity sparse 25% of the irrigation seasons in 1995-2014 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.