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YOUNGS CREEK RESERVOIR NO. 1

Structure dossier · WDID 4003338 · 3 · YOUNGS CREEK · DWR record

Where this page's figures come from

Generated 2026-08-28 05:24 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 1894-09-091144th most senior of the 4661 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: RIGHT HAND DITCH (1894-09-01). Immediately behind: YOUNGS CREEK RESERVOIR NO. 3 (1894-09-09).

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
20501.163231894-09-091907-09-28 40.00.0 AIRR 12
25807.21091907-09-291930-02-10 37.790.0 AIRR G9
29260.21091907-09-291937-05-28 58.00.0 AIRR H29
32672.01939-06-151954-03-20 435.650.0 AIRR J238

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 216 AF. Its most recent year on record, 2011, came in at 216 AF — 100% of that, and 1st lowest of the 1 year 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)
2006 no recorded volume 248 0
2007 no recorded volume 279 0
2008 no recorded volume 259 0
2009 no recorded volume 301 0
2011 216 1st lowest of 1 · 100% of median 37 7.0
2012 no recorded volume 215 0
2015 no recorded volume 145 0
2016 no recorded volume 256 0
2017 no recorded volume 280 0
2019 no recorded volume 371 0
2020 no recorded volume 395 0
2021 no recorded volume 109 0
2022 no recorded volume 177 0
2023 no recorded volume 257 0
2024 no recorded volume 230 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 fragment 37 measured day(s) on file (under 180 -- a season, not a history)
record continuity unknown record too short to assess continuity (needs 2+ years of span and 180+ 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.