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CON-HOOSIER TUNNEL

Structure dossier · WDID 3604699 · 7 · BLUE RIVER · DWR record

Where this page's figures come from

Generated 2026-08-28 00:08 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 1948-05-13422nd 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: CON-HOOSIER SYS SPRUCE DITCH (1948-05-13). Immediately behind: GRIGGS RESERVOIR (1948-06-24).

Decreed rights (3)

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
35927.01948-05-131952-03-10 20.00.0 CIRRMUNINDFIRDOMOTH 378-150
55882.425781966-07-292003-12-31 0.00.0 CTMX
56247.02003-12-312003-12-31 0.00.0 CTMX

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 8,182 AF. Its most recent year on record, 2024, came in at 8,182 AF — 100% of that, and 8th 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 811 1st lowest of 15 · 10% of median 60 22.8
2011 3,828 3rd lowest of 15 · 47% of median 362 42.8
2012 2,997 2nd lowest of 15 · 37% of median 364 42.5
2013 10,218 13th lowest of 15 · 125% of median 365 127.3
2014 8,706 11th lowest of 15 · 106% of median 365 146.0
2015 6,402 4th lowest of 15 · 78% of median 334 98.5
2016 7,889 6th lowest of 15 · 96% of median 275 106.0
2017 12,401 15th lowest of 15 · 152% of median 365 163.5
2018 7,513 5th lowest of 15 · 92% of median 304 75.9
2019 8,651 10th lowest of 15 · 106% of median 214 102.1
2020 10,843 14th lowest of 15 · 132% of median 274 141.5
2021 8,113 7th lowest of 15 · 99% of median 365 154.6
2022 8,427 9th lowest of 15 · 103% of median 365 126.6
2023 10,215 12th lowest of 15 · 125% of median 365 78.2
2024 8,182 8th lowest of 15 · 100% of median 305 126.3

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 3 right(s), seniority decoded
diversion record present 4682 measured days; currency unknown (no data-coverage date to compare against)
record continuity continuous 100% of the irrigation seasons in 2010-2024 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.