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HIGHLINE ALKALI DITCH
Structure dossier · WDID 4500627 · 1 · ALKALI CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 20:25 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.
Which of its rights get called out?
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 1903-05-03 — 126th most senior of the 1378 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: WERHONIG DITCH (1886-07-15). Immediately behind: YULE AND COOLEY DITCH (1893-12-25).
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. | Units | UsesWhat the court said this water may be used for -- irrigation, municipal supply, augmentation and so on. | Case |
|---|---|---|---|---|---|---|---|
| 20375.1948 | 1903-05-03 | 1905-11-13 | 2.8 | 0.0 | C | IRR | |
| 22020.20596 | 1906-05-23 | 1910-04-29 | 14.43 | 0.0 | C | IRR | 138AA |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 242 AF. Its most recent year on record, 2023, came in at 667 AF — 276% of that, and 12th 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) |
|---|---|---|---|---|
| 2008 | 1,242 | 14th lowest of 15 · 513% of median | 68 | 22.8 |
| 2009 | 732 | 13th lowest of 15 · 302% of median | 77 | 14.4 |
| 2010 | 1,251 | 15th lowest of 15 · 517% of median | 63 | 18.0 |
| 2011 | 553 | 10th lowest of 15 · 228% of median | 54 | 9.5 |
| 2012 | 10 | 1st lowest of 15 · 4% of median | 6 | 2.0 |
| 2013 | 242 | 8th lowest of 15 · 100% of median | 73 | 3.5 |
| 2014 | 534 | 9th lowest of 15 · 221% of median | 61 | 6.0 |
| 2016 | 635 | 11th lowest of 15 · 262% of median | 56 | 12.0 |
| 2017 | 113 | 6th lowest of 15 · 47% of median | 45 | 1.7 |
| 2018 | 95 | 3rd lowest of 15 · 39% of median | 58 | 1.0 |
| 2019 | 219 | 7th lowest of 15 · 90% of median | 28 | 8.6 |
| 2020 | 111 | 5th lowest of 15 · 46% of median | 39 | 1.8 |
| 2021 | 44 | 2nd lowest of 15 · 18% of median | 30 | 1.5 |
| 2022 | 106 | 4th lowest of 15 · 44% of median | 17 | 5.5 |
| 2023 | 667 | 12th lowest of 15 · 276% of median | 52 | 10.0 |
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.