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MAVERICK DITCH ENL
Structure dossier · WDID 6000683 · 1 · MAVERICK DRAW · 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 1907-11-08 — 693rd most senior of the 2893 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: HONDURAS FLUME AND PL (1907-09-21). Immediately behind: SWYHART DITCH NO 1 (1908-06-25).
Decreed rights (3)
| 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 |
|---|---|---|---|---|---|---|---|
| 21130.0 | 1907-11-08 | 1911-06-03 | 3.0 | 0.0 | C | IRR | 120 |
| 24379.23475 | 1914-04-10 | 1920-09-16 | 0.65 | 0.0 | C | IRR | |
| 43829.36311 | 1949-06-01 | 1970-12-31 | 9.35 | 0.0 | C | IRR |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 82 AF. Its most recent year on record, 2024, came in at 58 AF — 71% of that, and 6th 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 | 180 | 11th lowest of 15 · 220% of median | 182 | 0.5 |
| 2011 | 189 | 13th lowest of 15 · 230% of median | 192 | 0.5 |
| 2012 | 66 | 7th lowest of 15 · 80% of median | 71 | 0.5 |
| 2013 | 44 | 5th lowest of 15 · 54% of median | 111 | 0.4 |
| 2014 | 216 | 15th lowest of 15 · 263% of median | 222 | 1.0 |
| 2015 | 168 | 10th lowest of 15 · 205% of median | 182 | 0.6 |
| 2016 | 181 | 12th lowest of 15 · 221% of median | 189 | 0.7 |
| 2017 | 195 | 14th lowest of 15 · 238% of median | 203 | 1.0 |
| 2018 | 33 | 3rd lowest of 15 · 40% of median | 62 | 0.5 |
| 2019 | 82 | 8th lowest of 15 · 100% of median | 123 | 0.5 |
| 2020 | 33 | 3rd lowest of 15 · 40% of median | 77 | 0.4 |
| 2021 | 14 | 1st lowest of 15 · 17% of median | 37 | 0.3 |
| 2022 | 16 | 2nd lowest of 15 · 20% of median | 28 | 0.4 |
| 2023 | 88 | 9th lowest of 15 · 107% of median | 148 | 0.5 |
| 2024 | 58 | 6th lowest of 15 · 71% of median | 125 | 0.4 |
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.