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BLACKMAN DUNLAP CLARK D
Structure dossier · WDID 7200540 · 1 · PLATEAU CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:09 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (a1c9146) — 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 1888-09-19 — 84th most senior of the 2166 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: PARK VIEW DITCH (1888-09-17). Immediately behind: ATWELL DITCH COON CREEK (1888-09-19).
Decreed rights (5)
| 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 |
|---|---|---|---|---|---|---|---|
| 14142.0 | 1888-09-19 | 1890-02-07 | 5.5 | 0.0 | C | IRR | 72 |
| 18749.15101 | 1891-05-06 | 1905-10-14 | 0.828 | 0.0 | C | IRR | |
| 18749.15844 | 1893-05-18 | 1905-10-14 | 0.9 | 0.0 | C | IRR | |
| 30895.14142 | 1888-09-19 | 1941-07-25 | 1.5 | 0.0 | C | DOM | |
| 32811.0 | 1939-11-01 | 1941-07-25 | 0.8 | 0.0 | C | IRR |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 1,440 AF. Its most recent year on record, 2024, came in at 1,524 AF — 106% 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.
| 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 | Released (AF) | Days recorded | Peak (cfs) |
|---|---|---|---|---|---|
| 2010 | 2,053 | 14th lowest of 15 · 143% of median | — | 276 | 9.8 |
| 2011 | 1,440 | 8th lowest of 15 · 100% of median | — | 253 | 6.9 |
| 2012 | 2,263 | 15th lowest of 15 · 157% of median | — | 305 | 8.6 |
| 2013 | 1,368 | 5th lowest of 15 · 95% of median | — | 132 | 9.3 |
| 2014 | 990 | 1st lowest of 15 · 69% of median | — | 104 | 11.6 |
| 2015 | 1,532 | 10th lowest of 15 · 106% of median | — | 162 | 9.5 |
| 2016 | 1,532 | 10th lowest of 15 · 106% of median | — | 118 | 10.0 |
| 2017 | 1,723 | 13th lowest of 15 · 120% of median | — | 138 | 11.3 |
| 2018 | 1,124 | 3rd lowest of 15 · 78% of median | — | 178 | 7.5 |
| 2019 | 1,383 | 6th lowest of 15 · 96% of median | — | 129 | 8.8 |
| 2020 | 1,060 | 2nd lowest of 15 · 74% of median | — | 178 | 7.2 |
| 2021 | 1,418 | 7th lowest of 15 · 98% of median | — | 160 | 9.3 |
| 2022 | 1,315 | 4th lowest of 15 · 91% of median | — | 137 | 6.9 |
| 2023 | 1,583 | 12th lowest of 15 · 110% of median | — | 162 | 8.5 |
| 2024 | 1,524 | 9th lowest of 15 · 106% of median | — | 168 | 7.7 |
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.