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CLINTON GULCH RESERVOIR

Structure dossier · WDID 3603575 · 3 · TENMILE CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 22:47 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 1946-06-25583rd 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: SPRING CREEK PIPELINE (1928-12-31). Immediately behind: GRIGGS RESERVOIR NO 4 (1949-05-01).

Decreed rights (9)

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
45290.352391946-06-251974-12-31 4250.00.0 AIRRINDRECFISDOMWLD
51194.01990-03-011992-12-31 0.00.0 AIRRMUNCOMRECFIRDOMAUG
51864.511941990-03-011992-12-31 4250.00.0 AIRRMUNINDRECFISDOMAUGSNOWLD
52960.520671992-07-211995-12-31 0.00.0 AMUN
52960.520671992-07-211995-12-31 0.00.0 CMUN
56978.567532005-05-202006-12-31 210.00.0 AIRRMUNINDRECFISDOMAUGSNOWLD
57688.02007-12-112008-12-31 0.00.0 AIRRMUNCOMRECFIRDOMAUG
57688.02007-12-112008-12-31 0.00.0 CIRRMUNCOMRECFIRDOMAUG
61361.598042013-09-262018-12-31 0.0500.0 AIRRMUNINDRECFISDOMAUG

Recorded use (last 8 years on record)

In a median year this structure has a recorded diversion of 718 AF. Its most recent year on record, 2020, came in at 1,103 AF — 154% of that, and 3rd lowest of the 4 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)
2016 332 2nd lowest of 4 · 46% of median 278 12 23.2
2018 0 1st lowest of 4 · 0% of median 422 2 0.0
2019 2,088 4th lowest of 4 · 291% of median 358 307 43.8
2020 1,103 3rd lowest of 4 · 154% of median 1,853 305 26.4
2021 no recorded volume 813 0
2022 no recorded volume 154 0
2023 no recorded volume 36 0
2024 no recorded volume 102 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 9 right(s), seniority decoded
diversion record present 626 measured days; currency unknown (no data-coverage date to compare against)
record continuity sparse 34% 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.