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WILLIAMS CREEK LAKE RESERVOIR

Structure dossier · WDID 4003419 · 3 · WILLIAMS CREEK · DWR record

Where this page's figures come from

Generated 2026-08-28 01:24 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 1948-05-151870th most senior of the 4661 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: WILLIAMS CREEK LAKE RESERVOIR FEEDER DIT (1948-05-15). Immediately behind: BECKWITH DITCH (1948-07-16).

Decreed rights (3)

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
35929.01948-05-151954-03-20 100.00.0 AIRR J307
58226.02009-06-012009-12-31 4.40.0 ARECFISAUG
58655.02010-08-042010-12-31 3.5330.0 ARECFISAUG

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 67 AF. Its most recent year on record, 1995, came in at 0 AF — 0% of that, and 1st lowest of the 12 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)
1979 47 4th lowest of 12 · 70% of median 20 1.2
1983 20 2nd lowest of 12 · 30% of median 6 2.0
1985 74 7th lowest of 12 · 110% of median 51 0.8
1986 60 6th lowest of 12 · 90% of median 16 2.0
1988 143 11th lowest of 12 · 213% of median 41 2.5
1989 100 10th lowest of 12 · 149% of median 44 1.5
1990 147 12th lowest of 12 · 219% of median 46 2.0
1991 50 5th lowest of 12 · 75% of median 27 1.0
1992 92 9th lowest of 12 · 137% of median 58 1.0
1993 40 3rd lowest of 12 · 60% of median 16 1.4
1994 90 8th lowest of 12 · 134% of median 33 1.8
1995 0 1st lowest of 12 · 0% of median 1 0.0
2004 no recorded volume 23 0
2005 no recorded volume 0 0
2024 no recorded volume 70 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 3 right(s), seniority decoded
diversion record present 457 measured days; currency unknown (no data-coverage date to compare against)
record continuity sparse 4% of the irrigation seasons in 1975-2024 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.