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POOLE JEMISON D
Structure dossier · WDID 2000795 · 1 · PINOS CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:00 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 1874-11-01 — 72nd 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: MEADOW OVERFLOW (1874-09-20). Immediately behind: POOLE MEADOW D (1874-11-01).
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. | Units | UsesWhat the court said this water may be used for -- irrigation, municipal supply, augmentation and so on. | Case |
|---|---|---|---|---|---|---|---|
| 9071.0 | 1874-11-01 | 1896-05-01 | 0.5 | 0.0 | C | IRR | 69 |
| 9313.0 | 1875-07-01 | 1896-05-01 | 0.9 | 0.0 | C | IRR | 99 |
| 19456.15766 | 1893-03-01 | 1916-09-13 | 1.0 | 0.0 | C | IRR | 1916-33B |
| 19456.15766 | 1893-03-01 | 1916-09-13 | 1.0 | 0.0 | C | IRR | 1916-33E |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 97 AF. Its most recent year on record, 2025, came in at 119 AF — 123% of that, and 9th lowest of the 15 years with a recorded volume.
| Year | Diverted (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 record | Days recorded | Peak (cfs) |
|---|---|---|---|---|
| 2011 | 91 | 7th lowest of 15 · 94% of median | 43 | 1.4 |
| 2012 | 90 | 6th lowest of 15 · 93% of median | 41 | 1.4 |
| 2013 | 5 | 1st lowest of 15 · 5% of median | 8 | 0.5 |
| 2014 | 164 | 14th lowest of 15 · 169% of median | 65 | 3.4 |
| 2015 | 211 | 15th lowest of 15 · 218% of median | 129 | 1.4 |
| 2016 | 132 | 10th lowest of 15 · 136% of median | 62 | 1.4 |
| 2017 | 158 | 13th lowest of 15 · 163% of median | 164 | 1.4 |
| 2018 | 79 | 5th lowest of 15 · 81% of median | 58 | 1.3 |
| 2019 | 76 | 4th lowest of 15 · 78% of median | 66 | 1.6 |
| 2020 | 24 | 2nd lowest of 15 · 25% of median | 42 | 0.5 |
| 2021 | 152 | 12th lowest of 15 · 157% of median | 102 | 1.4 |
| 2022 | 139 | 11th lowest of 15 · 143% of median | 115 | 1.4 |
| 2023 | 64 | 3rd lowest of 15 · 66% of median | 63 | 1.0 |
| 2024 | 97 | 8th lowest of 15 · 100% of median | 58 | 1.4 |
| 2025 | 119 | 9th lowest of 15 · 123% of median | 71 | 1.4 |
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.