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RIO GRANDE PIEDRA VLY D

Structure dossier · WDID 2000811 · 1 · RIO GRANDE · DWR record

Where this page's figures come from

Generated 2026-08-27 21:05 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 1877-11-30150th 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: MILL D (1877-09-21). Immediately behind: MACLEOD D 5 (1878-04-01).

Decreed rights (11)

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
10196.01877-11-301896-05-01 42.90.0 CIRR 146
12144.01883-04-011896-05-01 32.80.0 CIRR 241
16923.151561891-06-301903-04-09 0.380.0 CIRR 1903-24
16923.155221892-06-301903-04-09 0.850.0 CIRR 1903-30
16923.158871893-06-301903-04-09 1.140.0 CIRR 1903-34
16983.01896-06-301903-04-09 1.910.0 CIRR 1903-45
17348.01897-06-301903-04-09 0.570.0 CIRR 1903-46
17713.01898-06-301903-04-09 3.00.0 CIRR 1903-49
18078.01899-06-301903-04-09 3.050.0 CIRR 1903-52
18443.01900-06-301903-04-09 4.460.0 CIRR 1903-57
18808.01901-06-301903-04-09 3.420.0 CIRR 1903-61

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 20,506 AF. Its most recent year on record, 2025, came in at 20,119 AF — 98% of that, and 7th 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)
2011 21,179 12th lowest of 15 · 103% of median 216 78.3
2012 19,972 6th lowest of 15 · 97% of median 211 77.4
2013 18,695 3rd lowest of 15 · 91% of median 207 75.7
2014 21,831 14th lowest of 15 · 106% of median 214 84.5
2015 20,506 8th lowest of 15 · 100% of median 215 88.5
2016 21,041 10th lowest of 15 · 103% of median 225 80.0
2017 21,348 13th lowest of 15 · 104% of median 217 77.4
2018 12,220 1st lowest of 15 · 60% of median 169 75.7
2019 22,035 15th lowest of 15 · 108% of median 230 86.6
2020 19,218 4th lowest of 15 · 94% of median 216 75.7
2021 18,545 2nd lowest of 15 · 90% of median 199 75.7
2022 19,884 5th lowest of 15 · 97% of median 217 75.7
2023 20,952 9th lowest of 15 · 102% of median 216 81.1
2024 21,158 11th lowest of 15 · 103% of median 216 75.7
2025 20,119 7th lowest of 15 · 98% of median 212 75.7

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.