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DOTSON DITCH NO 1

Structure dossier · WDID 1500507 · 1 · SAINT CHARLES RIVER · DWR record

Where this page's figures come from

Generated 2026-08-28 00:42 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 1865-05-3126th most senior of the 704 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: DUNBAUGH DITCH (1865-04-30). Immediately behind: GREENAPPLE DITCH (1865-12-31).

Decreed rights (4)

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. UnitsUsesWhat the court said this water may be used for -- irrigation, municipal supply, augmentation and so on.Case
5630.01865-05-311893-06-26 3.00.0 CIRR 17
5965.01866-05-011893-06-26 3.00.0 CIRR 24
6696.01868-05-011893-06-26 8.00.0 CIRR 45
11688.01881-12-311893-06-26 12.00.0 CIRR 138

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 3,164 AF. Its most recent year on record, 2025, came in at 4,130 AF — 130% of that, and 15th lowest of the 15 years with a recorded volume.

YearDiverted (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 recordDays recordedPeak (cfs)
2011 1,636 3rd lowest of 15 · 52% of median 193 17.2
2012 3,164 8th lowest of 15 · 100% of median 295 24.7
2013 2,684 6th lowest of 15 · 85% of median 285 19.4
2014 3,758 13th lowest of 15 · 119% of median 239 20.5
2015 2,342 5th lowest of 15 · 74% of median 267 21.6
2016 3,208 9th lowest of 15 · 101% of median 334 21.3
2017 3,009 7th lowest of 15 · 95% of median 240 18.1
2018 1,155 2nd lowest of 15 · 36% of median 187 11.2
2019 1,949 4th lowest of 15 · 62% of median 206 12.8
2020 1,044 1st lowest of 15 · 33% of median 210 11.2
2021 3,282 10th lowest of 15 · 104% of median 243 20.0
2022 3,457 12th lowest of 15 · 109% of median 365 15.2
2023 3,285 11th lowest of 15 · 104% of median 365 22.5
2024 3,945 14th lowest of 15 · 125% of median 366 26.0
2025 4,130 15th lowest of 15 · 130% of median 304 25.4

How good is our record of it?

Grade A (9/10 points) — the components below are the finding; the letter alone is not.

The rubric, component by component
CheckStateDetail
identity complete name, type, and water source all on file
decreed rights on file 4 right(s), seniority decoded
diversion record present 23576 measured days; currency unknown (no data-coverage date to compare against)
record continuity continuous 97% of the irrigation seasons in 1912-2025 carry measured days
published-record stability stable no upstream revisions recorded against this structure

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.