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WILLIAMS PARK DITCH

Structure dossier · WDID 5700623 · 1 · FISH CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 21:27 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 1891-04-1238th most senior of the 1003 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: TOW CREEK DITCH 2 (1890-06-01). Immediately behind: SHERIFF (1891-10-16).

Decreed rights (2)

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
15077.01891-04-121892-09-22 6.660.0 CIRR 53
41226.410421962-05-151972-05-30 3.340.0 CIRRSTK 4-A

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 198 AF. Its most recent year on record, 2025, came in at 1 AF — 0% of that, and 1st lowest of the 15 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)
2011 494 12th lowest of 15 · 250% of median 53 6.8
2012 785 14th lowest of 15 · 396% of median 130 5.7
2013 160 5th lowest of 15 · 81% of median 26 3.4
2014 793 15th lowest of 15 · 400% of median 127 7.1
2015 247 9th lowest of 15 · 125% of median 58 4.5
2016 166 7th lowest of 15 · 84% of median 54 3.1
2017 325 11th lowest of 15 · 164% of median 90 3.2
2018 144 3rd lowest of 15 · 73% of median 118 1.9
2019 261 10th lowest of 15 · 132% of median 129 3.2
2020 198 8th lowest of 15 · 100% of median 126 3.3
2021 509 13th lowest of 15 · 257% of median 136 4.7
2022 101 2nd lowest of 15 · 51% of median 103 1.0
2023 148 4th lowest of 15 · 75% of median 123 0.6
2024 163 6th lowest of 15 · 82% of median 47 1.8
2025 1 1st lowest of 15 · 0% of median 36 0.0

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.