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RIO GRANDE RES

Structure dossier · WDID 2003554 · 3 · RIO GRANDE · DWR record

Where this page's figures come from

Generated 2026-08-28 01:19 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 1889-10-30304th most senior of the 8016 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: CONTINENTAL RES (1889-10-30). Immediately behind: SANTA MARIA RES (1889-10-30).

Decreed rights (27)

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
14548.01889-10-301896-05-01 0.00.0 CIRR 361-A
14641.01890-01-311896-05-01 0.00.0 CIRR 361-B
14815.01890-07-241896-05-01 0.00.0 CIRROTH 363-B
15296.01891-11-171896-05-01 0.00.0 CIRROTH 365
16923.147911890-06-301903-04-09 0.00.0 CIRROTH 1903-22E
16923.151561891-06-301903-04-09 0.00.0 CIRROTH 1903-24C
16923.151561891-06-301903-04-09 0.00.0 CIRROTH 1903-24F
16923.155221892-06-301903-04-09 0.00.0 CIRROTH 1903-30C
16923.155221892-06-301903-04-09 0.00.0 CIRROTH 1903-30F
16923.158871893-06-301903-04-09 0.00.0 CIRROTH 1903-34C
16923.158871893-06-301903-04-09 0.00.0 CIRROTH 1903-34G
16923.162521894-06-301903-04-09 0.00.0 CIRROTH 1903-37B
16923.166171895-06-301903-04-09 0.00.0 CIRROTH 1903-41B
16983.01896-06-301903-04-09 0.00.0 CIRROTH 1903-45C
17348.01897-06-301903-04-09 0.00.0 CIRROTH 1903-46C
17713.01898-06-301903-04-09 0.00.0 CIRROTH 1903-49D
18078.01899-06-301903-04-09 0.00.0 CIRROTH 1903-52C
18443.01900-06-301903-04-09 0.00.0 CIRROTH 1903-57A
18808.01901-06-301903-04-09 0.00.0 CIRROTH 1903-61A
19511.01903-06-031916-09-13 10105.00.0 AIRRREC 1916-63A
24362.195091903-06-011934-10-15 5280.00.0 AIRR 1934-2
47967.01981-04-301990-12-31 0.00.0 AIRR
47967.01981-04-301990-12-31 0.00.0 CIRR
48789.01983-07-311990-12-31 0.00.0 AIRR
48789.01983-07-311990-12-31 0.00.0 CIRR
55882.554982001-12-122003-12-31 23.569.9 ASTOAUG
55882.554982001-12-122003-12-31 3.720.0 CSTOAUG

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 15,574 AF. Its most recent year on record, 2025, came in at 16,339 AF — 105% of that, and 9th lowest of the 15 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)
2011 6,904 3rd lowest of 15 · 44% of median 16,614 105 575.8
2012 2,830 1st lowest of 15 · 18% of median 16,329 173 33.2
2013 4,012 2nd lowest of 15 · 26% of median 18,873 176 115.9
2014 15,388 7th lowest of 15 · 99% of median 28,033 204 683.0
2015 25,051 14th lowest of 15 · 161% of median 35,677 266 1514.8
2016 12,949 5th lowest of 15 · 83% of median 31,835 366 583.7
2017 17,544 10th lowest of 15 · 113% of median 22,907 365 294.0
2018 15,574 8th lowest of 15 · 100% of median 40,376 365 1688.2
2019 43,307 15th lowest of 15 · 278% of median 42,942 365 1578.7
2020 21,445 13th lowest of 15 · 138% of median 5,897 366 183.5
2021 12,360 4th lowest of 15 · 79% of median 10,877 365 121.3
2022 18,371 12th lowest of 15 · 118% of median 13,295 365 840.2
2023 17,684 11th lowest of 15 · 114% of median 20,342 365 292.7
2024 13,389 6th lowest of 15 · 86% of median 11,771 366 160.0
2025 16,339 9th lowest of 15 · 105% of median 19,435 304 277.2

How good is our record of it?

Grade B (8/10 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 27 right(s), seniority decoded
diversion record present 7074 measured days; currency unknown (no data-coverage date to compare against)
record continuity patchy 54% of the irrigation seasons in 1964-2025 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.