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COPPER MTN BEELER LAKE PIPELINE

Structure dossier · WDID 3601089 · 7 · WEST TENMILE CREEK · DWR record

Where this page's figures come from

Generated 2026-08-28 02:58 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 1941-03-10389th most senior of the 1247 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: COPPER MTN WHEELER GULCH PIPELINE (1941-03-10). Immediately behind: COPPER MTN MCKENZIE LAKE PIPELINE (1941-03-10).

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
33306.01941-03-101952-03-10 1.50.0 CIRR 353
48212.462641976-08-311982-12-31 5.60.0 CRCH

Recorded use (last 10 years on record)

In a median year this structure has a recorded diversion of 3,834 AF. Its most recent year on record, 2024, came in at 1,828 AF — 48% of that, and 2nd lowest of the 10 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)
2015 138 1st lowest of 10 · 4% of median 61 5.6
2016 2,652 3rd lowest of 10 · 69% of median 366 11.2
2017 5,201 10th lowest of 10 · 136% of median 365 11.2
2018 4,176 7th lowest of 10 · 109% of median 365 11.2
2019 4,649 9th lowest of 10 · 121% of median 365 11.2
2020 4,288 8th lowest of 10 · 112% of median 366 11.2
2021 3,160 4th lowest of 10 · 82% of median 304 11.2
2022 3,607 5th lowest of 10 · 94% of median 245 11.2
2023 4,062 6th lowest of 10 · 106% of median 365 11.2
2024 1,828 2nd lowest of 10 · 48% of median 305 11.2

How good is our record of it?

Grade A (9/10 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 2 right(s), seniority decoded
diversion record present 3107 measured days; currency unknown (no data-coverage date to compare against)
record continuity continuous 100% of the irrigation seasons in 2015-2024 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.