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MYERS D 3

Structure dossier · WDID 2000762 · 1 · RATON CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 21:00 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 1879-12-31704th most senior of the 8016 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: MYERS D 1 (1879-12-31). Immediately behind: MYERS D 5 (1879-12-31).

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
19456.109571879-12-311916-09-13 6.00.0 CIRR 1916-8B

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 255 AF. Its most recent year on record, 2025, came in at 406 AF — 159% of that, and 10th 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)
2010 114 6th lowest of 15 · 45% of median 170 1.5
2011 0 1st lowest of 15 · 0% of median 4 0.0
2012 0 1st lowest of 15 · 0% of median 1 0.0
2013 75 4th lowest of 15 · 29% of median 22 1.8
2015 986 15th lowest of 15 · 387% of median 154 4.0
2016 532 14th lowest of 15 · 209% of median 89 5.0
2017 457 12th lowest of 15 · 179% of median 196 2.5
2018 104 5th lowest of 15 · 41% of median 76 1.2
2019 478 13th lowest of 15 · 188% of median 188 3.5
2020 32 3rd lowest of 15 · 12% of median 186 0.2
2021 163 7th lowest of 15 · 64% of median 198 0.9
2022 348 9th lowest of 15 · 136% of median 161 2.5
2023 422 11th lowest of 15 · 166% of median 189 3.5
2024 255 8th lowest of 15 · 100% of median 174 1.4
2025 406 10th lowest of 15 · 159% of median 175 3.3

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.