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LAKE OEHM RESERVOIR (COLER SYSTEM OUTLET

Structure dossier · WDID 1603716 · 3 · CUCHARAS RIVER · DWR record

Where this page's figures come from

Generated 2026-08-28 03:48 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 1868-06-0853rd most senior of the 1044 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: LAKE MIRIAM RESERVOIR (1868-06-08). Immediately behind: WALSENBURG RESERVOIR (1868-06-08).

Decreed rights (4)

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
6734.01868-06-081889-06-12 0.00.0 CSTOMUNAUG 10
14408.13981888-04-101898-02-23 0.00.0 CSTOMUNAUG 124
18915.187471901-04-301921-10-03 2295.68410.0 ASTOIRRMUNCOMINDAUG 249/30
20417.01905-11-251921-10-03 277.08910.0 ASTOIRRMUNINDAUG 348/63, 34

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 0 AF. Its most recent year on record, 2025, came in at 0 AF — —% of that, and 1st lowest of the 8 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)
1993 no recorded volume 84 0
1996 no recorded volume 7 0
1997 no recorded volume 8 0
1998 no recorded volume 16 0
2011 no recorded volume 119 0
2015 no recorded volume 223 0
2016 no recorded volume 1,183 0
2018 0 1st lowest of 8 · —% of median 61 0.0
2019 50 8th lowest of 8 · —% of median 304 1.6
2020 0 1st lowest of 8 · —% of median 89 0.0
2021 0 1st lowest of 8 · —% of median 365 0.0
2022 0 1st lowest of 8 · —% of median 304 0.0
2023 0 1st lowest of 8 · —% of median 3 0.0
2024 0 1st lowest of 8 · —% of median 64 0.0
2025 0 1st lowest of 8 · —% of median 277 0.0

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 4 right(s), seniority decoded
diversion record present 1669 measured days; currency unknown (no data-coverage date to compare against)
record continuity sparse 7% of the irrigation seasons in 1914-2025 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.