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BAKER DITCH

Structure dossier · WDID 6200522 · 1 · LAKE FORK · DWR record

Where this page's figures come from

Generated 2026-08-28 00:08 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 1906-05-11195th most senior of the 1980 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: B AND B DITCH (1906-05-11). Immediately behind: BAKER NO 2 DITCH (1906-05-11).

Decreed rights (5)

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
23138.205841906-05-111925-07-11 1.30.0 CIRR 133
33348.275851925-07-111960-03-30 1.20.0 CIRR 354
34833.01945-05-151960-03-30 0.50.0 CIRR 374
35276.01946-08-011960-03-30 5.50.0 CCOMPWR 379, 380
37836.01953-08-041960-03-30 0.30.0 CIRRFISPWR 417

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 412 AF. Its most recent year on record, 2025, came in at 64 AF — 16% of that, and 2nd 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)
2010 555 12th lowest of 15 · 135% of median 141 2.1
2011 721 14th lowest of 15 · 175% of median 168 2.8
2012 555 12th lowest of 15 · 135% of median 178 2.0
2013 297 6th lowest of 15 · 72% of median 103 2.3
2014 451 11th lowest of 15 · 110% of median 167 2.0
2015 412 8th lowest of 15 · 100% of median 165 2.0
2017 407 7th lowest of 15 · 99% of median 110 2.0
2018 148 3rd lowest of 15 · 36% of median 111 0.8
2019 788 15th lowest of 15 · 191% of median 165 7.5
2020 433 10th lowest of 15 · 105% of median 149 2.8
2021 29 1st lowest of 15 · 7% of median 55 0.3
2022 180 4th lowest of 15 · 44% of median 138 1.2
2023 424 9th lowest of 15 · 103% of median 176 2.7
2024 218 5th lowest of 15 · 53% of median 101 1.6
2025 64 2nd lowest of 15 · 16% of median 58 1.2

How good is our record of it?

Grade B (8/10 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 5 right(s), seniority decoded
diversion record present 4826 measured days; currency unknown (no data-coverage date to compare against)
record continuity patchy 44% of the irrigation seasons in 1974-2025 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.