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COPPER MTN MCKENZIE LAKE PIPELINE

Structure dossier · WDID 3601090 · 7 · WEST TENMILE CREEK · DWR record

Where this page's figures come from

Generated 2026-08-28 02:11 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 1941-03-10390th 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 BEELER LAKE PIPELINE (1941-03-10). Immediately behind: COPPER MTN STAFFORD 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 9 years on record)

In a median year this structure has a recorded diversion of 1,400 AF. Its most recent year on record, 2024, came in at 1,536 AF — 110% of that, and 6th lowest of the 9 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)
2016 551 1st lowest of 9 · 39% of median 69 5.6
2017 2,199 9th lowest of 9 · 157% of median 244 16.8
2018 1,400 5th lowest of 9 · 100% of median 304 8.4
2019 2,091 8th lowest of 9 · 149% of median 123 16.8
2020 1,141 3rd lowest of 9 · 82% of median 153 16.8
2021 1,091 2nd lowest of 9 · 78% of median 304 12.6
2022 1,258 4th lowest of 9 · 90% of median 143 16.8
2023 1,944 7th lowest of 9 · 139% of median 365 12.6
2024 1,536 6th lowest of 9 · 110% of median 305 16.8

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 2010 measured days; currency unknown (no data-coverage date to compare against)
record continuity continuous 100% of the irrigation seasons in 2016-2024 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.