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FUNK PIPELINE NO 2

Structure dossier · WDID 2800797 · 7 · WEST PASS CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 22:31 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 1959-02-18795th most senior of the 1505 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: NEEDLE CREEK RES (1957-06-02). Immediately behind: FUNK PIPELINE NO 1 (1959-07-18).

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
39860.01959-02-181961-12-15 0.50.0 CIRRDOM 414

Recorded use (last 9 years on record)

In a median year this structure has a recorded diversion of 73 AF. Its most recent year on record, 1994, came in at 80 AF — 110% of that, and 6th 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)
1973 36 1st lowest of 9 · 49% of median 184 0.2
1974 50 2nd lowest of 9 · 68% of median 165 0.2
1981 73 5th lowest of 9 · 100% of median 23 1.9
1989 108 8th lowest of 9 · 148% of median 170 0.5
1990 188 9th lowest of 9 · 258% of median 190 0.6
1991 94 7th lowest of 9 · 129% of median 122 0.5
1992 70 4th lowest of 9 · 96% of median 74 0.6
1993 59 3rd lowest of 9 · 81% of median 67 0.5
1994 80 6th lowest of 9 · 110% of median 72 0.9

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 1067 measured days; currency unknown (no data-coverage date to compare against)
record continuity sparse 23% of the irrigation seasons in 1973-1994 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.