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SQUARE TOP DITCH
Structure dossier · WDID 2900723 · 1 · SQUARETOP CREEK · DWR record
Where this page's figures come from
Generated 2026-08-27 21:24 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 1889-06-01 — 133rd most senior of the 853 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: VIRGINIA DITCH ALT PT (1888-10-01). Immediately behind: HIMES DITCH (1898-10-15).
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 |
|---|---|---|---|---|---|---|---|
| 19012.14397 | 1889-06-01 | 1912-11-13 | 5.0 | 0.0 | C | IRR | #152 |
| 36746.0 | 1950-08-10 | 1962-04-19 | 1.0 | 0.0 | C | IRR | #346 |
| 41016.34119 | 1943-06-01 | 1968-12-19 | 4.0 | 0.0 | C | IRRSTK | 68-84 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 126 AF. Its most recent year on record, 2025, came in at 217 AF — 172% 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) |
|---|---|---|---|---|
| 2011 | 74 | 4th lowest of 15 · 59% of median | 50 | 1.4 |
| 2012 | 61 | 2nd lowest of 15 · 48% of median | 58 | 1.1 |
| 2013 | 219 | 13th lowest of 15 · 174% of median | 92 | 2.9 |
| 2014 | 105 | 6th lowest of 15 · 83% of median | 140 | 0.7 |
| 2015 | 121 | 7th lowest of 15 · 96% of median | 87 | 1.5 |
| 2016 | 132 | 10th lowest of 15 · 105% of median | 111 | 1.3 |
| 2017 | 289 | 15th lowest of 15 · 229% of median | 173 | 2.3 |
| 2018 | 195 | 11th lowest of 15 · 155% of median | 175 | 1.2 |
| 2019 | 128 | 9th lowest of 15 · 102% of median | 134 | 0.7 |
| 2020 | 126 | 8th lowest of 15 · 100% of median | 143 | 1.5 |
| 2021 | 70 | 3rd lowest of 15 · 56% of median | 57 | 1.2 |
| 2022 | 255 | 14th lowest of 15 · 202% of median | 179 | 1.4 |
| 2023 | 23 | 1st lowest of 15 · 18% of median | 155 | 0.2 |
| 2024 | 94 | 5th lowest of 15 · 75% of median | 115 | 1.2 |
| 2025 | 217 | 12th lowest of 15 · 172% of median | 137 | 2.3 |
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.