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POOLE MESA D

Structure dossier · WDID 2000797 · 1 · PINOS CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 21:04 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 1882-05-01235th 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: RIO GRANDE LARIAT D (1881-10-13). Immediately behind: COLE D 6 (1882-05-31).

Decreed rights (2)

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
11809.01882-05-011896-05-01 1.00.0 CIRR 221
19456.157661893-03-011916-09-13 1.00.0 CIRR 1916-33F

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 42 AF. Its most recent year on record, 2025, came in at 28 AF — 67% 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 24 6th lowest of 15 · 57% of median 16 1.0
2012 6 3rd lowest of 15 · 14% of median 8 1.5
2013 0 1st lowest of 15 · 0% of median 1 0.0
2014 67 10th lowest of 15 · 160% of median 35 2.0
2015 87 12th lowest of 15 · 207% of median 64 2.0
2016 42 8th lowest of 15 · 100% of median 47 1.0
2017 128 15th lowest of 15 · 305% of median 80 1.0
2018 11 5th lowest of 15 · 26% of median 31 0.3
2019 91 13th lowest of 15 · 217% of median 68 2.0
2020 0 1st lowest of 15 · 0% of median 1 0.0
2021 75 11th lowest of 15 · 179% of median 64 1.0
2022 45 9th lowest of 15 · 107% of median 44 1.0
2023 111 14th lowest of 15 · 264% of median 85 1.1
2024 9 4th lowest of 15 · 21% of median 34 1.0
2025 28 7th lowest of 15 · 67% of median 38 1.0

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.