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DUNLAP DITCH (HAWXHURST)
Structure dossier · WDID 7200604 · 1 · HAWXHURST CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:20 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 1888-08-31 — 78th 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: COAKLEY KIGGINS DITCH (1888-08-31). Immediately behind: DAVENPORT D (COTTNWD) (1888-09-01).
Decreed rights (6)
| 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 |
|---|---|---|---|---|---|---|---|
| 14123.0 | 1888-08-31 | 1890-02-07 | 2.88 | 0.0 | C | IRR | 64 |
| 30895.12524 | 1884-04-15 | 1941-07-25 | 1.0 | 0.0 | C | DOM | |
| 34419.14123 | 1888-08-31 | 1959-07-21 | 2.0 | 0.0 | C | IRR | |
| 34419.27514 | 1925-05-01 | 1959-07-21 | 1.28 | 0.0 | C | IRR | |
| 37215.0 | 1951-11-22 | 1959-07-21 | 1.31 | 0.0 | C | IRR | |
| 47847.40329 | 1960-06-01 | 1981-12-31 | 1.0 | 0.0 | C | IRRSTK |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 445 AF. Its most recent year on record, 2024, came in at 527 AF — 118% 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) |
|---|---|---|---|---|
| 2010 | 608 | 12th lowest of 15 · 137% of median | 304 | 4.0 |
| 2011 | 728 | 14th lowest of 15 · 164% of median | 242 | 5.2 |
| 2012 | 230 | 4th lowest of 15 · 52% of median | 275 | 1.0 |
| 2013 | 353 | 6th lowest of 15 · 79% of median | 142 | 2.7 |
| 2014 | 138 | 2nd lowest of 15 · 31% of median | 92 | 1.0 |
| 2015 | 751 | 15th lowest of 15 · 169% of median | 364 | 3.4 |
| 2016 | 617 | 13th lowest of 15 · 139% of median | 366 | 2.5 |
| 2017 | 445 | 8th lowest of 15 · 100% of median | 365 | 1.0 |
| 2018 | 341 | 5th lowest of 15 · 77% of median | 337 | 2.5 |
| 2019 | 542 | 10th lowest of 15 · 122% of median | 268 | 2.2 |
| 2020 | 199 | 3rd lowest of 15 · 45% of median | 174 | 2.2 |
| 2021 | 555 | 11th lowest of 15 · 125% of median | 137 | 3.1 |
| 2022 | 81 | 1st lowest of 15 · 18% of median | 83 | 0.5 |
| 2023 | 404 | 7th lowest of 15 · 91% of median | 71 | 3.5 |
| 2024 | 527 | 9th lowest of 15 · 118% of median | 177 | 1.5 |
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.